432 Rodney Street

432 Rodney Street

BROOKLYN, NEW YORK

Site Management Plan

NYSDEC BCP Site Number: C224216

Prepared for:

Rodney Street Investors LLC

123 Hope Street Owner LLC

Keap Retail Owner LLC

850 Third Avenue, Suite 16B

New York, New York 10022

Prepared by:

Langan Engineering, Environmental, Surveying and Landscape

Architecture, D.P.C.

360 W 31st Street, New York, NY 10001

(212) 479-5400

Revisions to Final Approved Site Management Plan:

Revision # Submitted Date Summary of Revision DEC Approval Date

DECEMBER 14, 2017


432 Rodney Street

Brooklyn, New York

Langan Project No. 170357801

December 14, 2017

TABLE OF CONTENTS

EXECUTIVE SUMMARY ................................................................................................................. i

1.0 INTRODUCTION ................................................................................................................. 1

1.1 General ........................................................................................................................... 1 1.2 Revisions ........................................................................................................................ 3 1.3 Notifications ................................................................................................................... 3

2.0 SUMMARY OF PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIONS .................. 5

2.1 Site Location and Description ...................................................................................... 5 2.2 Physical Setting ............................................................................................................. 5

2.2.1 Land Use ................................................................................................................. 5

2.2.2 Geology................................................................................................................... 7

2.2.3 Hydrogeology ......................................................................................................... 8

2.3 Investigation and Remedial History ............................................................................ 8 2.3.1 Site History ............................................................................................................. 8

2.3.2 Previous Environmental Reports ....................................................................... 10

2.3.3 Summary of Remedial Investigation Findings ................................................. 14

2.4 Remedial Action Objectives ....................................................................................... 16 2.4.1 IRMWP, Addenda, and Remedial Action Implementation .............................. 16

2.4.2 Removal of Contaminated Materials from Lots 1 and 31 ................................ 18

2.4.3 Removal of Aboveground Storage Tanks ......................................................... 19

2.4.4 Removal of Underground Storage Tanks ......................................................... 19

2.4.5 Groundwater Treatment ..................................................................................... 19

2.5 Remaining Contamination .......................................................................................... 20 2.5.1 Remaining Soil Contamination .......................................................................... 20

2.5.2 Remaining Groundwater Contamination.......................................................... 21

2.5.3 Remaining Soil Vapor Contamination ............................................................... 22

3.0 INSTITUTIONAL AND ENGINEERING CONTROL PLAN............................................... 23

3.1 General ......................................................................................................................... 23 3.2 Institutional Controls .................................................................................................. 23 3.3 Engineering Controls................................................................................................... 26

3.3.1 Composite Cover System ................................................................................... 26

3.3.2 Vapor Barrier Membrane .................................................................................... 27

3.3.3 Sub-Membrane Depressurization System ........................................................ 27

3.3.4 Groundwater Treatment System ....................................................................... 28

3.3.5 Criteria for Completion of Remediation/Termination of Remedial Systems 28

4.0 MONITORING AND SAMPLING PLAN ........................................................................... 30

4.1 General ......................................................................................................................... 30 4.2 Site-Wide Inspection ................................................................................................... 30 4.3 Engineering Control Monitoring ................................................................................ 32


432 Rodney Street

Brooklyn, New York


December 14, 2017

4.3.1 Composite Cover System Inspections .............................................................. 32

4.3.2 SMDS Monitoring ................................................................................................ 32

4.4 Post-Remediation Monitoring and Sampling ........................................................... 33 4.4.1 Soil Vapor Intrusion Evaluation Sampling........................................................ 33

4.4.2 Groundwater Monitoring and Sampling ........................................................... 34

5.0 OPERATION AND MAINTENANCE PLAN ...................................................................... 37

5.1 Introduction .................................................................................................................. 37 5.2 SMDS Operation and Maintenance ........................................................................... 37

5.2.1 Scope .................................................................................................................... 37

5.2.2 System Start-Up and Testing ............................................................................. 37

5.2.3 System Operation ................................................................................................ 38

5.2.4 System Maintenance ........................................................................................... 38

5.3 SMDS Performance Monitoring ................................................................................. 39 5.3.1 Monitoring Schedule ........................................................................................... 39

5.3.2 General Equipment Monitoring ......................................................................... 40

5.3.3 Sampling Event Protocol .................................................................................... 40

5.4 Maintenance and Performance Monitoring Reporting Requirements ................... 40 5.4.1 Routine Maintenance Reports ............................................................................ 40

5.4.2 Non-Routine Maintenance Reports ................................................................... 41

5.5 Groundwater Treatment System Operation and Maintenance ............................. 41

6.0 PERIODIC ASSESSMENTS/EVALUATION .................................................................... 42

6.1 Climate Change Vulnerability Assessment .............................................................. 42 6.2 Green Remediation Evaluation .................................................................................. 42

6.2.1 Timing of Green Remediation Evaluations ....................................................... 43

6.2.2 Mitigation Systems ............................................................................................. 43

6.2.3 Frequency of System Checks, Sampling and Other Periodic Activities ........ 43

6.3 Mitigation System Optimization ............................................................................... 43

7.0 REPORTING REQUIREMENTS ........................................................................................ 45

7.1 Site Management Reports .......................................................................................... 45 7.2 Periodic Review Report ............................................................................................... 46

7.2.1 Certification of Engineering and Institutional Controls ................................... 48

7.3 Corrective Measures Plan ........................................................................................... 49 7.4 Remedial Site Optimization Report ........................................................................... 49

8.0 REFERENCES .................................................................................................................... 50


432 Rodney Street

Brooklyn, New York


December 14, 2017

TABLES

Table 1 Groundwater Elevation Data Summary

Table 2 Track 2 Restricted Residential Use Soil Cleanup Objectives

Table 3 Protection of Groundwater Soil Cleanup Objectives

Table 4 Performance Monitoring and Injection Well Construction Summary

Table 5 Documentation Sample Detection Summary

Table 6 Track 4 Site-Specific Soil Cleanup Objectives

FIGURES

Figure 1 Site Location Map

Figure 2 Site Layout Plan

Figure 3A Subsurface Profile A-A’

Figure 3B Subsurface Profile B-B’

Figure 4A Shallow Groundwater Contour Map

Figure 4B Deep Groundwater Contour Map

Figure 5 Treatment Area Location Plan and Performance Monitoring Well

Locations

Figure 6 Documentation Sample Location

Figure 7 Engineering Controls Map

Figure 8 SMDS Layout Plan

APPENDICES

Appendix A Environmental Easements

Appendix B Remedial Investigation Soil Boring Logs

Appendix C Remedial Investigation Monitoring Well Construction Logs

Appendix D Groundwater Treatment System Design

Appendix E Excavation Work Plan

Appendix F Sample Health and Safety Plan

Appendix G Vapor Barrier Manufacturer Details

Appendix H SMDS As-built Drawing and Design Details

Appendix I Quality Assurance Protection Plan

Appendix J Inspection Forms and Checklists

Appendix K Sample Groundwater Sampling Log

Appendix L SMDS Operation and Maintenance Manuals


432 Rodney Street

Brooklyn, New York


December 14, 2017

LIST OF ACRONYMS

AGV Air Guidance Value

AST Aboveground Storage Tank

AWQS Ambient Water Quality Standards

BCA Brownfield Cleanup Agreement

BCP Brownfield Cleanup Program

bgs Below Grade Surface

BTEX Benzene, Toluene, Ethylbenzene, and Xylene

CAMP Community Air Monitoring Plan

COC Certificate of Completion

CU Commercial Use

CVOC Chlorinated Volatile Organic Compound

DO Dissolved Oxygen

EC Engineering Control

ECL Environmental Conservation Law

ELAP Environmental Laboratory Accreditation Program

ESA Environmental Site Assessment

ESI Environmental Site Investigation

EWP Excavation Work Plan

FEMA Federal Emergency Management Agency

GPR Ground-Penetrating Radar

HASP Health and Safety Plan

HDPE High Density Polyethylene

IC Institutional Control

IRMWP Interim Remedial Measures Work Plan

ISCO In-Situ Chemical Oxidation

µg/L Microgram Per Liter

µg/m3 Microgram Per Cubic Meter

mg/kg Milligram Per Kilogram

mg/L Milligram Per Liter

MSO Mitigation System Optimization

NAVD88 North American Vertical Datum of 1988

NYCDEP New York City Department of Environmental Protection

NYS New York State

NYSDEC New York State Department of Environmental Conservation

NYSDOH New York State Department of Health

NYCRR New York Codes, Rules and Regulations

O&M Operation and Maintenance

ORP Oxidation/Reduction Potential

PAH Polycyclic Aromatic Hydrocarbons

PCB Polychlorinated Biphenyl

PCE Tetrachloroethene

PG Protection of Groundwater

PID Photoionization Detector

ppm Parts Per Million


432 Rodney Street

Brooklyn, New York


December 14, 2017

PRR Periodic Review Report

PVC Polyvinyl Chloride

QAPP Quality Assurance Project Plan

QA/QC Quality Assurance/Quality Control

RAO Remedial Action Objective

RAWP Remedial Action Work Plan

RCRA Resource Conservation and Recovery Act

REC Recognized Environmental Condition

RI Remedial Investigation

RIR Remedial Investigation Report

RRU Restricted Use – Restricted Residential

SCG Standards, Criteria, and Guidance

SCO Soil Cleanup Objective

SOD Soil Oxidant Demand

SGV Standards and Guidance Values

SMDS Sub-Membrane Depressurization System

SMP Site Management Plan

SVOC Semivolatile Organic Compound

TCE Trichloroethene

TCLP Toxicity Characteristic Leaching Procedure

TOGS Technical and Operational Guidance Series

µg/m3 Microgram Per Cubic Meter

UST Underground Storage Tank

UU Unrestricted Use

VOA Volatile Organic Analysis

VOC Volatile Organic Compound

Site Management Plan December 14, 2017

432 Rodney Street Page i

Brooklyn, New York


EXECUTIVE SUMMARY

The following provides a brief summary of the controls implemented for the site, as well

as the inspections, monitoring, maintenance and reporting activities required by this Site

Management Plan (SMP).

Site Identification: C224216 432 Rodney Street

Institutional Controls: 1. The property may only be used for restricted residential,

commercial, and industrial uses provided the Engineering

Controls (ECs) and Institutional controls (ICs) included in

this SMP are employed.

2. The property may not be used for a higher level of use,

such as residential or unrestricted use, without additional

remediation and amendment of the Environmental

Easements, as approved by the New York State

Department of Environmental Conservation (NYSDEC).

3. All future activities on the property that will disturb

residual contaminated material must be conducted in

accordance with this SMP.

4. The use of the groundwater underlying the property is

prohibited without necessary water quality treatment as

determined by the New York State Department of Health

(NYSDOH) or the New York City Department of Health

and Mental Hygiene, or the New York City Department of

Environmental Protection (NYCDEP).

5. Vegetable gardens and farming in residual Site soil are

prohibited.


432 Rodney Street Page ii

Brooklyn, New York



Institutional Controls:

(continued)

6. The remedial party will submit to NYSDEC a written

statement that certifies, under penalty of perjury, that:

a. Property controls are unchanged from the previous

certification or that any changes to the controls were

NYSDEC-approved; and,

b. Nothing has occurred that impairs the ability of the

controls to protect public health and environment or

that constitute a violation or failure to comply with the

SMP. NYSDEC retains the right to access the property

at any time to evaluate the maintenance of any and all

engineering controls.

7. Compliance with the Environmental Easements by the

Grantor and the Grantor’s successors and assigns, and

compliance with this SMP by the remedial party and its

successors and assigns.

8. All ECs must be operated and maintained as specified in

this SMP.

9. All ECs on the Controlled Property must be inspected at a

frequency and in a manner defined in the SMP.

10. Data and information pertinent to site management must

be reported at the frequency and in a manner defined in

this SMP.

Engineering Controls: 1. Composite Cover System

2. Vapor Barrier

3. Sub-membrane Depressurization System

4. Groundwater Treatment System


432 Rodney Street Page iii

Brooklyn, New York



Inspections: Frequency:

1. Site-wide Inspection Annually

2. Composite Cover System Inspection Annually

3. Vapor Barrier Inspection Annually


Inspection

Annually

5. Groundwater Treatment System Inspection Annually

Maintenance:


Maintenance

As Needed

2. Groundwater Treatment System Maintenance As Needed

Reporting:

1. Groundwater Monitoring Report Quarterly during the first

year after the injection

event and semi-annually

thereafter

2. Site Management Report Included in Periodic

Review Report (PRR)

3. PRR Annually

4. Remedial Site Optimization Report If requested by NYSDEC

Further descriptions of the requirements are provided in detail in the latter sections of

this Site Management Plan.


432 Rodney Street Page 1

Brooklyn, New York


1.0 INTRODUCTION

1.1 General

This Site Management Plan (SMP) is a required element of the remedial program at 432

Rodney Street in Brooklyn, New York (hereinafter referred to as the “site”). The Site is

in the New York State (NYS) Brownfield Cleanup Program (BCP), Brownfield Cleanup

Agreement (BCA) Index #C224216-09-30, Site #C224216, which is administered by the

New York State Department of Environmental Conservation (NYSDEC).

Rodney Street Investors LLC (the “Volunteer”) executed a BCA with NYSDEC on

September 30, 2015, to investigate and remediate the site. On April 8, 2016, 123 Hope

Street Owner LLC and Keap Retail Owner LLC were added as Volunteers to the BCA.

The site is identified as Block 2374, Lots 1, 27, 28 and 31 on the Brooklyn Borough Tax

Map and occupies an area of about 27,160 square feet (±0.6235 acres). A Site Location

Map and Site Plan are provided as Figures 1 and 2, respectively. The boundaries of the

site are more fully described in the metes and bounds site descriptions that are part of

the recorded Environmental Easements, included in Appendix A.

Remediation was performed in accordance with the NYSDEC-approved Remedial Action

Work Plan (RAWP), dated March 23, 2017, the NYSDEC-approved Interim Remedial

Measures Work Plan (IRMWP), dated March 22, 2016, and the NYSDEC-approved

IRMWP Addenda #1 and #2, dated January 9, 2017. Under these plans, a Track 2

remedy was implemented on Lots 1 and 31 and Lots 27 and 28 follow a Track 4

remedy. Site remediation included:

Lots 1 and 31

Removal of two aboveground storage tanks (ASTs) and four underground

storage tanks (USTs);

Excavation of soil to the groundwater table;

Import of acceptable materials used for backfill and cover;

Installation of pressurized injection wells and groundwater monitoring wells for

post-construction groundwater treatment;

Direct-injection of base-activated sodium persulfate to pretreat petroleum-related

volatile organic compounds (VOCs) in groundwater;

Injection of PlumeStop® to address residual petroleum-related VOC and

chlorinated volatile organic compound (CVOC) impacts to groundwater through

the network of pressurized injection wells; and



Brooklyn, New York


Installation of a soil vapor mitigation system.

Lots 27 and 28

Direct-injection of PlumeStop® to address residual petroleum-related VOC and

CVOC impacts to groundwater

Installation of a soil vapor mitigation system as part of this SMP

Following completion of the NYSDEC-approved remedy, residual contamination was left

in place, which is hereafter referred to as “remaining contamination.” Institutional

Controls (ICs) and Engineering Controls (ECs) have been incorporated into the site

remedy to control exposure to remaining contamination to ensure protection of public

health and the environment. Environmental Easements were filed with NYSDEC on

October 27, 2017, and recorded with the Kings County Clerk on November 27, 2017, for

Lots 27 and 28, and on November 29, 2017, for Lots 1 and 31. The Environmental

Easements require compliance with this SMP and all ECs and ICs placed on the site.

This SMP was prepared to manage the remaining contamination in accordance with

Environmental Conservation Law (ECL) Article 71, Title 36. This SMP, which details the

site-specific implementation procedures required under the Environmental Easements,

has been approved by the NYSDEC, and compliance with the SMP is required by the

grantor of the Environmental Easements and the grantor’s successors and assigns.

This SMP may be revised only with the approval of the NYSDEC. Failure to properly

implement the SMP is a violation of the Environmental Easements, which is grounds for

revocation of the COC. Failure to comply with this SMP is also a violation of

Environmental Conservation Law, Title 6 of the Official Compilation of the New York

Codes, Rules and Regulations (6 NYCRR) Part 375, and the BCA (Index #C224216-09-

30, Site #C224216) for the site, and thereby subject to applicable penalties.

All reports associated with the site can be viewed by contacting the NYSDEC or its

successor agency managing environmental issues in New York State.

This SMP was prepared by Langan Engineering, Environmental, Surveying and

Landscape Architecture, D.P.C (Langan), on behalf of the Volunteer, in accordance with

the requirements in the NYSDEC DER-10 Technical Guidance for Site Investigation and

Remediation, dated May 3, 2010, and the guidelines provided by NYSDEC. This SMP

addresses the means for implementing the ICs and ECs required by the Environmental

Easements.



Brooklyn, New York


1.2 Revisions

SMP revisions will be proposed in writing to the NYSDEC’s project manager. Revisions

will be necessary upon, but not limited to, the following occurring: a change in media

monitoring requirements, upgrades to or shut-down of a remedial system, post-remedial

removal of contaminated sediment or soil, or other significant change to site conditions.

In accordance with the Environmental Easements, the NYSDEC will provide a notice of

any approved changes to the SMP, and append these notices to the SMP retained in its

files.

1.3 Notifications

Notifications will be submitted by the Volunteer to the NYSDEC, as needed, in

accordance with NYSDEC’s DER-10 for the following reasons:

60-day advance notice of any proposed changes in site use as required under the

terms of the BCA, 6 NYCRR Part 375 and/or Environmental Conservation Law.

7-day advance notice of any field activity associated with the remedial program.

15-day advance notice of any proposed ground-intrusive activity pursuant to the

Excavation Work Plan.

Notice within 48-hours of any damage or defect to the foundation, structures or

ECs that reduces or has the potential to reduce the effectiveness of an EC, and

likewise, any action to be taken to mitigate the damage or defect.

Verbal notice by noon of the following day of any emergency, such as a fire,

flood, or earthquake, that reduces or has the potential to reduce the

effectiveness of ECs, with written confirmation within 7 days that includes a

summary of actions taken, or to be taken, and the potential impact to the

environment and the public.

Follow-up status reports on actions taken to respond to any emergency event

requiring ongoing responsive action submitted to the NYSDEC within 45 days

describing and documenting actions taken to restore the effectiveness of the

ECs.

Any change in the ownership of the site or the responsibility for implementing this SMP

will include the following notifications:



Brooklyn, New York


At least 60 days prior to the change, the NYSDEC will be notified in writing of

the proposed change. This will include a certification that the prospective

purchaser/Remedial Party has been provided with a copy of the BCA and all

approved work plans and reports, including this SMP.

Within 15 days after the transfer of all or part of the site, the new owner’s name,

contact representative, and contact information will be confirmed in writing to

the NYSDEC.

The following table includes contact information for the above notification. The

information on this table will be updated as necessary to provide accurate contact

information.

Program Manager: Michael D. Burke (212) 479-5413

Project Manager: Brian Gochenaur, (212) 479-5479

New York State Department of

Health (NYSDOH) Project

Manager:

Steven Berninger, (518) 402-7860

NYSDEC Project Manager: Kerry Maloney, (518) 402-9622

Owner Representative: Jesse Dorfman, (646) 439-6000 x623



Brooklyn, New York


2.0 SUMMARY OF PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIONS

2.1 Site Location and Description

The site is located at 432 Rodney Street in the Williamsburg neighborhood of Brooklyn,

New York and is identified as Block 2374, Lots 1, 27, 28 and 31 on the Brooklyn

Borough Tax Map. The 27,160-square-foot (±0.6235 acres) parcel is bound by a vacant

lot and residential and commercial buildings followed by Ainslie Street to the north,

Hope Street to the south, Keap Street to the east, and Rodney Street to the west. The

boundaries of the site are described in the metes and bounds site description that is

provided in the Environmental Easements included as Appendix A. A Site Location Map

and Site Plan are presented as Figures 1 and 2, respectively.

2.2 Physical Setting

2.2.1 Land Use

The site is located in an urban setting characterized by residential, commercial, and light

industrial buildings. The following is a summary of adjoining and surrounding property

usage:

Direction Block Lot Adjoining Properties Surrounding Properties

North 2374

7 Gravel-covered vacant lot

(442 Rodney Street)

Multiple-story mixed-use

residential and commercial

buildings and vacant lots

16 2-story commercial building

(52-54 Ainslie Street)

23 Three 3-story residential

buildings

(449 Keap Street)

25 3-story residential building

(445 Keap Street)

26 3-story residential building

(443 Keap Street)

South 2386

4 Three 2-story residential

buildings

(428 Rodney Street) Multiple-story mixed-use


buildings and industrial

buildings

7 1-story industrial building

(118 Hope Street)

12 1-story commercial building

(130 Hope Street)

14 1-story industrial building

(138 Hope Street)

East 2375 1 2-story residential building

(450 Keap Street)

Multiple-story industrial

buildings



Brooklyn, New York


Direction Block Lot Adjoining Properties Surrounding Properties

West 2370 1

Undeveloped land followed by

the Brooklyn-Queens

Expressway

Multiple-story mixed-use


buildings and industrial

buildings

Land use within a half mile of the site is urbanized and includes mixed use buildings,

subway tunnels, park land, and school facilities. The nearest ecological receptor is

McCarren Park, located about 2,000 feet north of the site. Sensitive receptors located

within a half-mile of the site are listed in the following table:

Number Name

(Approximate distance from site) Address

1 Jamie Campiz Playground

(approximately 300 feet northwest)

Southeast corner of

Metropolitan Ave and Marcy

Ave

Brooklyn, NY 11211

2 Rodney Playground North

(approximately 500 feet southwest)

West of Rodney Street

(between S 1st Street and

Division Avenue)

Brooklyn, NY 11211

3 Macri Triangle

(approximately 0.12 miles north)

Northwest corner of

Metropolitan Avenue and

Union Avenue

Brooklyn, NY 11211

4 La Guardia Playground

(approximately 0.3 miles southwest)

West of Havemeyer Street

(between S 4th Street and S

5th Street)

Brooklyn, NY 11211

5 Martinez Playground

(approximately 0.5 miles southeast)

195 Graham Avenue

Brooklyn, NY 11206

6 Sternberg Park


Between Montrose Ave and

Boerum Street and Between

Lorimer Street and Leonard

Street

Brooklyn, NY 11206

7 McCarren Park

(approximately 0.5 miles north)

North of Bayard Street and N

12th Street between

Manhattan Avenue and Berry

Street

Brooklyn, NY 11122



Brooklyn, New York


Number Name

(Approximate distance from site) Address

8 Two By Two Childcare and Preschool

(approximately 415 feet southeast)

418 Keap St,

Brooklyn, NY 11211

9 PS 319

(approximately 0.2 miles south)

360 Keap St,

Brooklyn, NY 11211

10 PS 19 Roberto Clemente


325 South 3rd St,

Brooklyn, NY 11211

11 Harry Van Arsdale High School

(approximately 0.2 miles northwest)

257 North 6th St,

Brooklyn, NY 11211

12 Williamsburg Northside School


70 Havemeyer St,

Brooklyn, NY 11211

13 PS 17 Henry D Woodworth


208 North 5th St,

Brooklyn, NY 11211

14 Nuestros Ninos Day Care Center


243 South 2nd Street,

Brooklyn, NY 11211

15 New York United Day Care


349 Keap St,

Brooklyn, NY 11211

16 Williamsburg Northside School


152 North 5th St,

Brooklyn, NY 11211

17 Stagg Street Center for Children


77 Stagg St #83,

Brooklyn, NY 11206

18 El Puente Academy


211 South 4th Street,

Brooklyn, New York 11211

19 JHS 50 John D Wells


183 South 3rd St,

Brooklyn, NY 11211

20 PS 18 Edward Bush


101 Maujer St,

Brooklyn, NY 11206

21 PS 132 Conselya

(approximately 0.5 miles northeast)

320 Manhattan Ave,

Brooklyn, NY 11211

22 Nuestros Ninos Day Care Center

(approximately 0.5 miles west)

161 South 3rd Street,

Brooklyn, NY 11211

23 Jonathan Williams Childcare Center


321 Roebling St,

Brooklyn, NY 11211

2.2.2 Geology

Soil borings completed during Langan’s Remedial Investigation (RI) identified a layer of

historic fill to depths ranging from 4 to 11 feet below surface grade (bgs). The fill

material generally consisted of brown, fine to medium sand with varying amounts of

gravel, brick, concrete, asphalt, silt, glass, wood and slag. Historic fill material was



Brooklyn, New York


underlain by glacial moraine followed by a lacustrine unit throughout the site. The

moraine typically consists of silty sand, predominantly composed of loose brownish

medium sands, with no observable distinct bedding. The lacustrine unit is likely a

former lake depositional area as it is composed of interbedded hard gray clay and dense

light gray fine sands. Bedrock was not encountered during Langan’s RI or any of the

previous investigations.

Subsurface cross sections are shown in Figures 3A and 3B. RI soil boring logs are

provided in Appendix B.

2.2.3 Hydrogeology

Synoptic groundwater level measurements were collected on June 15, 16, and 17,

2016. Observations of the shallow wells indicated that the water table is generally flat

across the site. The shallow groundwater contours suggest shallow water flow across

the site to the northeast (likely due to a perched water table), while deep wells indicate

groundwater flows towards the southwest. Further north and east, the perched water

table is absent revealing the nearly flat water table defining the rest of the site. Shallow

and deep groundwater contour maps are shown in Figures 4A and 4B, respectively.

Groundwater elevation data is provided in Table 1. Groundwater monitoring well

construction logs are provided in Appendix C.

There are no wetlands on or immediately adjacent to the site. Groundwater in this area

of New York City is not used as a potable (drinking) water source. New York City

residents receive their drinking water supply from surface reservoirs located in upstate

New York.

2.3 Investigation and Remedial History

The following narrative provides a remedial history timeline and a brief summary of the

available project records to document key investigative and remedial milestones for the

site. Full titles for each of the reports referenced below are provided in Section 8.0 -

References.

2.3.1 Site History

According to historical documentation, including Sanborn Fire Insurance Maps, aerial

photographs, and city directories, the site was developed with several multi-level

residential and commercial buildings as early as 1887.

Lot 1: The lot was developed for residential purposes from at least 1887.

Between 1905 and 1916 a portion of the lot transitioned uses between a wagon



Brooklyn, New York


shed and storage facility. By 1942, the lot was developed as a poultry market

and automotive garage with three gasoline tanks (one located in the

southeastern corner and two located along the western perimeter). By 1951,

one of the two gasoline tanks along the western perimeter had been removed.

In 1965 the building was used as a machine shop and two USTs remained. By

1972, the building was used as a sugar warehouse and existed as such until its

demolition in 2016. The USTs were not depicted on Sanborn maps after 1972,

but there is no clear evidence that they were removed. Ground-penetrating

radar (GPR) performed as a part of the waste characterization investigation,

conducted by Langan in April 2016, did not identify anomalies indicative of buried

tanks.

Lot 27: The lot was occupied by a store as early as 1887. On the 1942 Sanborn

Map, the store had been demolished and replaced with a new building that

housed a smoked fish facility. The building was used as a transportation depot

by 1978 and was converted to its present use as a warehouse by 1989. The

warehouse is currently vacant awaiting redevelopment.

Lot 28: The lot was developed for residential purposes as early as 1887. By

1942, the dwellings were demolished and replaced with an automotive garage

with one gasoline tank. The building was converted to its most recent use as a

warehouse by 1989. The warehouse is currently vacant awaiting

redevelopment.

Lot 31: The lot was developed with several residential buildings and a

commercial building as early as 1887. The commercial building was identified as

“Mason’s Materials” in 1887 and an office in 1916. The buildings were

demolished and replaced with an automotive garage with a gasoline tank

between 1916 and 1942. The automotive garage occupied the lot until at least

2007. The building, having been used in conjunction with the sugar warehouse

operation on Lot 1 after automotive operations had ceased, was demolished in

2016.

Adjoining properties were also historically used for residential, commercial, and

industrial operations. Historical records indicate several automotive-related facilities,

and commercial and industrial properties were located in the vicinity of the site,

including a municipal electric light company (1905), a printing facility (1905), transformer

stations (1916-present), a factory to the north (1916); and garages with gasoline tanks

(1942-1951), factories (1942-2007), and a dry cleaning facility (at least 1998-2006) were

located to the south.



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One NYSDEC spill remains open at the site. Spill No. 1500614 was reported on April

14, 2015, when petroleum contamination was identified during the Hydro Tech Phase II

ESI (dated April 16, 2015).

2.3.2 Previous Environmental Reports

The following is a list of previous environmental documents that were reviewed:

Phase I Environmental Site Assessment(ESA), dated February 2, 2015, prepared

by Hydro Tech

Phase II ESI, dated April 16, 2015, prepared by Hydro Tech

Waste Characterization Report, dated May 5, 2016, prepared by Langan

A summary of each report is provided below:

Phase I Environmental Site Assessment, prepared by Hydro Tech, dated February 2,

2015

According to Hydro Tech, the Phase I ESA report was prepared in accordance with the

ASTM International (ASTM) E 1527-13 for the properties located at 432 Rodney Street,

123 Hope Street, 129 Hope Street, and 441 Keap Street in Brooklyn, New York. The

Phase I ESA included a review of historical information, a site and vicinity

reconnaissance, a review of available regulatory agency databases, and a review of local

environmental records.

At the time that the Phase I was performed, the site was occupied by a one-story

packaged food distribution warehouse and shipping facility with two partial basements

owned and operated by Quaker Sugar Company, Inc. According to historical

documentation, including Sanborn Fire Insurance Maps, aerial photographs and city

directories, the site was developed with several multi-level residential and commercial

buildings as early as 1887. Based on their assessment, Hydro Tech identified the

following Recognized Environmental Conditions (RECs):

Suspect presence of USTs

Historical use of the site as a “Mason’s Materials” shop and a motor freight

station

The hazardous materials “E” Designation assigned to the property

Presence of a potential vapor encroachment condition

Presence of suspect lead-based paint



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Phase II ESI, prepared by Hydro Tech, dated April 16, 2015

The Phase II ESI was completed to evaluate potential impacts to soil, groundwater and

soil vapor from the RECs identified in the Phase I ESA. The Phase II ESI included: a

geophysical survey using GPR, advancement of 10 soil borings (SP-1 through SP-10),

installation of five groundwater wells and seven soil vapor probes, and collection of 20

grab soil samples, five groundwater samples, and seven soil vapor samples.

Soil borings were advanced to depths ranging from about 4 to 16 feet bgs.

Groundwater wells were installed to about 24 feet bgs and constructed with 1-inch

diameter, 15 foot well screens. Soil vapor probes were installed at a minimum depth of

6 feet bgs.

Langan reviewed the Phase II ESI in August 2015 as a part of the preparation of the

IRMWP and noted the following:

The GPR survey identified two anomalies consistent with USTs on Lots 28 and

31. These USTs were likely the gasoline tanks documented on the Sanborn

maps.

Historic fill material was encountered below the existing building slab to depths

of up to 14 feet bgs. Soil beneath historic fill was generally characterized as light

brown sand, with varying amounts of clay.

Depth to groundwater ranged from about 15.80 to 17.34 feet bgs. Groundwater

flow direction was inferred to the north. No free product was documented

during groundwater sampling. NOTE – Groundwater was encountered at a

depth of roughly 10 feet during Langan’s RI

Petroleum-like odors and photoionization detector (PID) readings up to 430 parts

per million (ppm) were identified in several borings located in the south-central

portion of the site in Lots 28 and 31 to depths of up to 14 feet bgs.

No polychlorinated biphenyls (PCBs) or pesticides were detected in soil samples

collected.

Soil analytical results were compared to the NYSDEC 6 NYCRR Part 375

Unrestricted Use (UU) and Restricted Use – Restricted Residential (RRU) SCOs.

The results indicated soil samples contained impacts associated with historic fill

material, petroleum use and chlorinated solvents.

o Semivolatile organic compounds (SVOCs) primarily polycyclic aromatic

hydrocarbons (PAHs), and metals (arsenic, barium, chromium, copper,

lead, mercury and zinc) were detected above their respective UU and



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RRU SCOs in the surface samples from SP-1, SP-3 and SP-9. These

detections are attributed to the historic fill quality. Because of the total

lead concentrations detected in soil samples SP-3_0-2, SP-8_0-2 and SP-

9_0-2, these samples were also analyzed for lead by the toxicity

characteristic leaching procedure (TCLP). Based on the TCLP lead

concentration detected in SP-3_0-2 (29.4 milligrams per liter [mg/L]), soil

near the central portion of Lot 1 contains a hazardous concentration of

lead and was considered a Resource Conservation and Recovery Act

(RCRA) hazardous waste when excavated.

o Petroleum-related VOCs, including benzene, toluene, ethylbenzene, and

total xylene (collectively referred to as BTEX), 1,2,4-trimethylbenzene and

1,3,5-trimethylbenzene, were detected at concentrations above their

respective UU and RRU SCOs in soil samples SP-1_14-16, SP-7_12-14

and SP-8_2-4 collected from the southern portion of the site in Lots 31

and 28. In addition, a gasoline derived SVOC, naphthalene, was detected

above its UU SCO in SP-1_14-16.

o CVOCs, including tetrachloroethene (PCE), trichloroethene (TCE), cis-1,2-

dichlorethene, trans-1,2-dichloroethene and vinyl chloride, were detected

in surficial soil samples collected from SP-1, SP-4, SP-5, and SP-9 near

the south-central portion of the site.

Groundwater analytical results were compared to the NYSDEC Technical and

Operational Guidance Series (TOGS) 1.1.1 Ambient Water Quality Standards

(AWQS) for Class GA (drinking) water.

o Petroleum-related VOCs (including BTEX, 1,2,4-trimethylbenzene and

1,3,5-trimethylbenzene) were detected in groundwater samples above

their respective AWQS in MW-2 through MW-5.

o CVOCs were detected in groundwater samples above their respective

AWQS in all groundwater samples.

o PAHs were detected in groundwater from MW-1 and MW-4 and

chromium was detected in groundwater from MW-2 at concentrations

above their AWQS.

o The metals iron, manganese and sodium were detected in groundwater

above their respective AWQS in all groundwater samples, and are

considered naturally occurring.



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Soil vapor analytical results were compared to NYSDOH decision matrices for

PCE, TCE, 1,1,1-dichloroethane and carbon tetrachloride. Results indicated the

presence of gasoline related VOCs, including BTEX, 1,2,4-trimethylbenzene and

1,3,5-trimethylbenzene, and CVOCs. Total VOC concentrations ranged from

773.45 micrograms per cubic meter (µg/m3) in SV-7 to 225,380.94 µg/m3 in SV-4.

PCE concentrations ranged from non-detect to 90,200 µg/m3 in SV-5. TCE

concentrations ranged from not detected to 13,500 µg/m3 in SV-3. Based on a

comparison of the maximum concentrations for PCE and TCE to the NYSDOH

decision matrices, soil vapor intrusion mitigation was recommended.

Waste Characterization Report, prepared by Langan, dated May 5, 2016

The waste characterization investigation was performed to provide information to assist

in evaluating construction costs related to the handling and disposal of excess soil

generated during site development, to assist the excavation contractor in obtaining off-

site receiving facility pre-approvals for soil disposal, and to assist the contractor in

obtaining a New York City Department of Environmental Protection (NYCDEP) sewer

discharge permit. The waste characterization included a geophysical survey using GPR,

advancement of eighteen soil borings, and the installation of one temporary

groundwater well. Soil borings were advanced to depths ranging from 15 to 20 feet

bgs. The groundwater well was installed to about 17 feet bgs and constructed with a 1-

inch diameter, 10-foot well screen.

The waste characterization identified the following:

Historic fill material was encountered below the former building slab to depths of

between 5 and 10 feet bgs. Soil beneath historic fill was generally characterized

as light brown silt with varying amounts of sand and clay.

Visual, olfactory, and instrumental indications of a potential petroleum release

were apparent in eight of the eighteen borings, typically beginning at about 10

feet bgs (groundwater interface).

Groundwater was encountered in soil borings at about 10-13 feet bgs. The

depth to water was gauged at 9.25 feet bgs. Petroleum-like odors and a

headspace PID reading of 55.1 ppm were apparent during sampling.

Soil analytical results were compared to the NYSDEC UU SCOs. The results

indicated soil samples contained impacts associated with historic fill material,

petroleum use and chlorinated solvents. PCBs, pesticides, and herbicides were

not detected above their respective UU SCOs. The compounds exceeding their

respective UU SCOs are listed below:



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o VOCs: acetone, PCE, TCE, cis-1,2-dichloroethene, 2-butanone, and 1,2,4-

trimethylbenzene

o SVOCs: benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene,

benzo(k)fluoranthene, chrysene, dibenzo(a,h)anthracene, and

indeno(1,2,3-cd)pyrene

o Metals: copper, lead, mercury, nickel, silver, and zinc

Groundwater analytical results were compared to the NYCDEP Sewer Discharge

Parameters Daily Limits, exceeding only the suspended solids parameter.

2.3.3 Summary of Remedial Investigation Findings

RI findings and conclusions, as presented in Langan’s October 11, 2016 Remedial

Investigation Report (RIR), are described below:

1. Stratigraphy: A historic fill layer was encountered from surface grade to depths

ranging from about 4 feet bgs in SB10 to 11 feet bgs in SB20. The fill material

generally consisted of brown fine-to-medium sand with varying amounts of

gravel, brick, concrete, asphalt, silt, glass, wood, and slag. The fill layer was

underlain by native soils typically consisting of fine to coarse sands, silty sands,

and silts. A confining clay layer was encountered at depths ranging from 41 feet

bgs to 51 feet bgs. Bedrock was not encountered in any of the soil borings.

2. Hydrogeology: Groundwater was encountered at about 10 feet bgs across the

site, with the exception of MW06, in which groundwater was observed at about

4 feet bgs. The shallow groundwater contours demonstrate a generally flat

gradient, but slight flow to the northeast is influenced by the shallower high-

permeability confining lens beneath MW06. Hydraulic contour maps indicate

that the upper and lower strata of the aquifer are moving in different directions,

which could be attributed to channels caused by subsurface soil conditions.

3. Historic Fill: Fill material was identified below surface cover to depths of up to

about 11 feet bgs. SVOCs, metals, and pesticides attributable to historic fill

were detected at concentrations above UU and/or RRU SCOs within this layer.

The RI characterized the historic fill layer and also defined the native soil horizon

beneath the fill, which was encountered at depths ranging from about 4 to 11

feet bgs. The detected contaminant concentrations are considered typical of

historic fill found in New York City. VOCs were also identified within the historic

fill, but are associated with potential historical gasoline and CVOC releases and

are not related to historic fill quality.



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4. Petroleum-Impacted Soil, Groundwater, and Soil Vapor: Petroleum impacts,

evidenced by odors, staining, and/or PID readings above background levels,

were apparent in soils to depths up to 17 feet bgs across the site, excluding the

western portion, where very few impacts were observed. Based on the VOC

and SVOC analytical results, petroleum-related constituents were detected at

concentrations above UU and/or RRU SCOs in soil samples collected from

depths up to about 15 feet bgs. Dissolved petroleum-related VOCs were

detected at concentrations exceeding their respective AWQS in groundwater

near the center of the site, concentrated in Lots 28 and 31 around areas of

historical auto repair and gasoline USTs. Concentrations of petroleum-related

compounds in deep well samples above the AWQS are typically orders of

magnitudes smaller than the shallow results, indicating residual impacts of

shallower source material and are not suggestive of a separate deeper release.

Petroleum-related VOC impacts to soil vapor were identified in the Hydro Tech

Phase II ESI above background concentrations in soil vapor samples across the

site. The presence of petroleum-impacted VOCs in soil, groundwater, and soil

vapor is attributable to historical releases associated with the former auto repair

facilities and historical USTs.

5. CVOC-Impacted Soil, Groundwater, and Soil Vapor: Analytical data identified

concentrations of CVOCs exceeding their respective UU SCOs in soil samples to

depths of up to about 8 feet bgs, and in shallow, and to a lesser extent deep,

groundwater samples that exceed their respective AWQS throughout Lots 27,

28, and 31. CVOC impacts to soil vapor were identified in the Hydro Tech Phase

II ESI above background concentrations in soil vapor samples across the site at

levels requiring mitigation. The presence of CVOCs in soil, groundwater, and soil

vapor is attributed to historical releases associated with the former auto repair

facilities.

6. Sufficient analytical data were gathered during the RI, together with previous

studies, to establish soil cleanup levels and to develop a remedy for the site.

Portions of the remedy have been described in the IRMWP and its associated

addenda and the final remedy is detailed in the RAWP, which was prepared in

accordance with BCP guidelines.



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2.4 Remedial Action Objectives

Based on the results of the RI, the following Remedial Action Objectives (RAOs) were

identified:

Soil

RAOs for Public Health Protection

Prevent ingestion/direct contact with contaminated soil

Prevent inhalation of, or exposure to, contaminants volatilizing from

contaminated soil or contaminated soil in particulate form

RAOs for Environmental Protection

Prevent migration of contaminants that would results in groundwater or

surface water contamination

Groundwater


Prevent ingestion of groundwater containing contaminant levels

exceeding drinking water standards

Prevent contact with, or inhalation of, volatiles emanating from

contaminated groundwater through the implementation of groundwater

treatment system

RAOs for Environmental Protection

Restore the aquifer, to the extent practicable, to pre-release conditions

Soil Vapor


Mitigate impacts to public health resulting from existing, or the potential

for, soil vapor intrusion into buildings at the site

2.4.1 IRMWP, Addenda, and Remedial Action Implementation

The following remedial actions were performed in accordance with these documents:

IRMWP and Addenda

1. Decommissioning, closure, and removal of two registered ASTs;

2. Decommissioning, closure, and removal of 4 USTs and associated materials

encountered during remedial excavation;



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3. Excavation of petroleum-impacted soil on Lots 1 and 31 to the water table (about

el 3 NAVD88 or 10 feet bgs);

4. Screening for indications of contamination (by visual means, odor, and

monitoring with PID) of all excavated soil during any intrusive site work;

5. Appropriate off-site disposal of excavated material removed from the site in

accordance with federal, state, and local rules and regulations for handling,

transport, and disposal;

6. Import of materials to be used for backfill and cover in compliance with: (1)

applicable chemical limits and other specifications, and (2) federal, state and local

rules and regulations for handling and transport of material;

7. Responsibilities associated with the Remedial Action, including permitting

requirements and pretreatment requirements, will be addressed in accordance

with applicable federal, state and local rules and regulations;

8. Collection of documentation soil samples in accordance with DER-10;

9. Installation of ECs on Lots 1 and 31 consisting of an open-air parking garage,

vapor barrier, sub-membrane depressurization system (SMDS), and composite

cover (concrete building slab and concrete sidewalk;

10. Direct-injection of base-activated sodium persulfate in the southeast corner of

Lot 31 to pretreat petroleum-related VOCs in the groundwater;

11. Installation of a network of pressurized injection wells and groundwater

monitoring wells for post-construction groundwater treatment; and

12. Development and excavation of a site-specific Health and Safety Plan (HASP)

and Community Air Monitoring Program (CAMP) for the protection of on-site

workers, the general public, and the environment during remediation and

construction activities.

RAWP

1. Implementation of a groundwater treatment program to treat residual petroleum-

related VOCs and CVOCs, consisting of direct injections of PlumeStop® on Lots

27 and 28 and an application of PlumeStop® through the network of pre-installed

pressurized injection wells on Lots 1 and 31

2. Installation of a soil vapor mitigation system on Lots 27 and 28

3. Rehabilitation of the composite site cap (building slabs) on Lots 27 and 28



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4. Performance monitoring of the groundwater treatment system with quarterly

sampling at the five monitoring wells on Lots 1 and 31 and the two monitoring

wells installed on Lots 27 and 28

5. Recording of an Environmental Easement, including ICs, to prevent future

exposure to any residual contamination remaining at the site

6. Development of a Site Management Plan for long term management of residual

contamination as required by the Environmental Easement, including plans for:

(1) ICs and ECs, (2) monitoring, (3) operation and maintenance and (4) reporting

The vacant buildings on Lots 27 and 28 are being redeveloped separately from Lots 1

and 31. Redevelopment plans, which will incorporate a soil vapor mitigation system, are

currently in design, and will be installed pursuant to this SMP prior to the issuance of

any temporary or final Certificate of Occupancy.

2.4.2 Removal of Contaminated Materials from Lots 1 and 31

The following table provides a summary of excavated material removed from the site:

Material Type Mass of Material

Excavated (tons) Disposal Facility

Historic fill, native soil and non-

hazardous contaminated soil 2,436.74

Capitol Development Facility

Bangor, Pennsylvania

Petroleum-contaminated fill and

historic fill 14,022.74

Bayshore Recycling Corporation

Keasbey, New Jersey

Historic fill 53.69 Vanbro Richmond Recycling Center

Staten Island, New York

Hazardous lead-contaminated

soil 51.24

Clean Earth of North Jersey (CENJ)

Carteret, New Jersey

PCE-contaminated hotspot

material 75.10

Environmental Quality Company (EQ)

Belleville, Michigan

After soil excavation on Lots 1 and 31 was completed to the development depth, which

corresponds to the depth of the groundwater table, documentation samples were

collected to record the remaining contamination. All but four of the samples achieved

the desired Track 2 SCOs (lower of RRU and PG SCOs, shown in Tables 2 and 3,

respectively). Soil was over-excavated around the samples EP01, EP19, EP25, and

EP26, and the samples were re-collected. Although one sample (EP01_122916) still



Brooklyn, New York


contained cis-1,2-dichloroethene above the PG SCO, residual CVOCs remaining in the

saturated soil were treated with the injection of PlumeStop®.

2.4.3 Removal of Aboveground Storage Tanks

Two 275-gallon ASTs were removed from an exposed concrete vault on April 28, 2016,

during building demolition. AST removal was completed in accordance with applicable

federal, state, and local regulations and the NYSDEC-approved IRMWP. The sludge

removed from the ASTs was disposed of off-site at Clean Water of New York in Staten

Island, New York, and oily water contained within the concrete vault was disposed of at

Advanced Waste and Water Technology, Inc. in Farmingdale, New York. The cleaned

tanks were disposed of at TNT Scrap in Brooklyn, New York.

2.4.4 Removal of Underground Storage Tanks

Four 550-gallon USTs containing gasoline were cleaned and removed on July 15, July

19, and November 9, 2016, during remedial excavation. UST removal was completed in

accordance with applicable federal, state, and local regulations and the NYSDEC-

approved IRMWP. The contents of the USTs were disposed of off-site at Enviro Waste

Oil Recovery, LLC in Mahopac, New York, and the cleaned tanks were disposed of at

TNT Scrap in Brooklyn, New York. Two additional anomalies were identified on Lot 28

during a geophysical survey performed on November 13, 2017, prior to direct push

injections. The anomalies were further investigated via the excavation of three test pits

on November 16, 2017; however no USTs were identified.

2.4.5 Groundwater Treatment

A two-phase groundwater treatment system was chosen as the remedy to treat

groundwater impacted with petroleum-related VOCs and CVOCs. The treatment design

includes a preliminary in-situ chemical oxidation (ISCO) direct-injection of base-activated

sodium persulfate, followed by the application of a liquid activated carbon, PlumeStop®,

through a sub-slab network of pressurized injection wells.

Based on the conceptual site model, soil oxidant demand (SOD) and treatment volume,

about 11,800 pounds of a base-activated sodium persulfate was direct-injected within

saturated soil in the southeast corner of Lot 31 between February 21 and March 2,

2017, to treat groundwater contaminated with petroleum-related VOCs. Based on the

contaminant concentration and distribution, about 56,400 pounds of PlumeStop® was

applied through the well network on Lots 1 and 31 between November 8 and December

6, 2017, and about 15,600 pounds of PlumeStop® was direct-injected on Lots 27 and 28

between November 27 and December 6, 2017.



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Five performance monitoring wells (MW-1, MW-2, MW-3, MW-4 and MW-5) were

installed within the well network on Lots 1 and 31 and two monitoring wells (MW-6 and

MW-7) were installed on Lots 27 and 28 to monitor post-injection groundwater

conditions. The monitoring plan consists of baseline sampling, which was conducted

prior to injection during the RI, and post-injection sampling, which will be conducted

quarterly during the first year following the injections and semi-annually during each

subsequent year. Performance monitoring well locations and groundwater treatment

areas are shown on Figure 5, and the groundwater treatment system design is

presented in Appendix D. A summary of the performance monitoring and injection well

construction details are presented in Table 4.

2.5 Remaining Contamination

2.5.1 Remaining Soil Contamination

Following the excavation and disposal of soil and tanks on Lots 1 and 31, 26

documentation samples (plus QA/QC samples) were collected to confirm Track 2 SCOs

were achieved. Per NYSDEC DER-10 policy, documentation soil sample collection was

completed from the excavation base at a frequency of one sample per 900 square feet.

Sidewall samples were not collected as site-wide excavation support created a barrier to

collection of samples along the walls of the site perimeter. The locations of

documentation samples are shown in Figure 6. Documentation samples were analyzed

for Part 375 VOCs, SVOCs, and metals, and the results were compared to RRU and PG

SCOs (shown in Tables 2 and 3, respectively). All but one sample met the Track 2

SCOs. The VOC cis-1,2-dichloroethene was detected in EP01, near the southeastern

part of Lot 31, at 0.98 milligrams per kilogram (mg/kg), which is above its PG SCO (0.25

mg/kg) but below its RRU SCO (100 mg/kg); however, this residual CVOC concentration

was detected in a sample collected within the water table, and was subsequently

treated via PlumeStop® injection. Table 5 shows the complete analytical results of the

documentation soil samples.

The buildings on Lots 27 and 28 are slated to remain in place and undergo interior

renovation into commercial retail spaces; therefore, subsurface material will remain in

place and site-specific SCOs (shown in Table 6) were developed for the Track 4 remedy.

The remaining contamination that exceeds Commercial Use (CU) SCOs on Lots 27 and

28 is summarized as follows:

SVOCs



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Benzo(a)anthracene concentrations ranging from 5.7 mg/kg to 110 mg/kg (CU

SCO of 5.6 mg/kg)

Benzo(a)pyrene concentrations ranging from 2.6 mg/kg to 64 mg/kg (CU SCO of

1 mg/kg)

Benzo(b)fluoranthene concentrations ranging from 5.9 mg/kg to 110 mg/kg (CU

SCO of 5.6 mg/kg)

Chrysene concentration of 63 mg/kg (CU SCO of 56 mg/kg)

Dibenzo(a,h)anthracene concentrations ranging from 0.79 mg/kg to 11 mg/kg

(CU SCO of 0.56 mg/kg)

Indeno(1,2,3-cd)pyrene concentration of 39 mg/kg (CU SCO of 5.6 mg/kg)

Metals

Arsenic concentration of 18 mg/kg (CU SCO of 16 mg/kg)

Lead concentration of 12,000 mg/kg (CU SCO of 1,000 mg/kg)

2.5.2 Remaining Groundwater Contamination

Petroleum-related VOCs and CVOCs were identified in groundwater at concentrations

above the AWQS. After the installation of the injection network infrastructure on Lots 1

and 31 and the direct-push injection of base-activated persulfate in the southeast corner

of Lot 31, one groundwater sample was collected from each of the proposed monitoring

wells and analyzed for VOCs in order to provide a baseline for performance monitoring.

Contamination remaining in groundwater as of the baseline sampling event is

summarized as follows:

Petroleum-Related VOCs

1,2,4-trimethylbenzene concentration of 5.1 µg/L (AWQS of 5 µg/L)

Benzene concentration of 95 µg/L (AWQS of 1 µg/L)

Ethylbenzene concentration of 49 µg/L (AWQS of 5 µg/L)

Isopropylbenzene concentration of 6 µg/L (AWQS of 5 µg/L)

n-Propylbenzene concentration of 13 µg/L (AWQS of 5 µg/L)

p/m-Xylene concentration of 9.3 µg/L (AWQS of 5 µg/L)

Toluene concentration of 8.3 µg/L (AWQS of 5 µg/L)



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CVOCs

1,2-Dichloroethane concentration of 0.88 µg/L (AWQS of 0.6 µg/L)

cis-1,2-Dichloroethene concentrations ranging from 36 µg/L to 120 µg/L in

(AWQS of 5 µg/L)

PCE concentrations ranging from 9.7 µg/L to 62 µg/L (AWQS of 5 µg/L)

TCE concentrations ranging from 7.2 µg/L to 11 µg/L (AWQS of 5 µg/L)

Vinyl chloride concentrations ranging from 3 µg/L to 6.8 µg/L (AWQS of 2 µg/L)

PlumeStop® was then injected through the injection network infrastructure on Lots 1

and 31 and via direct-push on Lots 27 and 28. Performance monitoring will be

conducted on a quarterly basis for one year following the PlumeStop® injection event

and on a semi-annual basis thereafter.

2.5.3 Remaining Soil Vapor Contamination

Petroleum-related VOCs and CVOCs were identified at concentrations above NYSDOH

Decision Matrix Values that require mitigation. Soil vapor concentrations exceeding the

NYSDOH Air Guidance Values (AGVs) are listed below:

PCE concentrations ranging from non-detect to 90,200 micrograms per cubic

meter (µg/m3)

TCE concentrations ranging from non-detect to 13,500 µg/m3



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3.0 INSTITUTIONAL AND ENGINEERING CONTROL PLAN

3.1 General

Because remaining contamination exists at the site, ICs and ECs are required to protect

human health and the environment. This IC/EC Plan describes the procedures for the

implementation and management of all IC/ECs. The IC/EC Plan is one component of

the SMP and is subject to revision by the NYSDEC.

This IC/EC plan provides:

A description of all EC/ICs associated with the site;

The basic implementation and intended role of each EC/IC;

A description of the key components of the ICs set forth in the Environmental

Easements;

A description of the controls to be evaluated during each required inspection and

periodic review;

A description of plans and procedures to be followed for implementation of

EC/ICs, such as the implementation of the Excavation Work Plan (EWP) (as

provided in Appendix E) for the proper handling of remaining contamination that

may be disturbed during maintenance or redevelopment work on the site; and

Any other provisions necessary to identify or establish methods for

implementing the EC/ICs required by the site remedy, as determined by the

NYSDEC.

3.2 Institutional Controls

A series of ICs is required by the RAWP and Decision Document to:

1. Implement, maintain, and monitor EC systems;

2. Prevent future exposure to remaining contamination by controlling

subsurface disturbances; and

3. Limit the use and development of the site to restricted residential,

commercial, and industrial uses only.

Adherence to these ICs is required by the Environmental Easements and will be

implemented under this SMP. ICs identified in the Environmental Easements may not

be discontinued without an amendment to or extinguishment of the Environmental

Easements. These ICs are:



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The site may be used for restricted residential use as described in 6 NYCRR Part

375-1.8(g)(2)(ii) and commercial use as described in 6 NYCRR Part 375-

1.8(g)(2)(iii);

All ECs must be operated and maintained as specified in the SMP;

All ECs must be inspected at a frequency and in a manner defined in the SMP;

The use of groundwater underlying the property is prohibited without necessary

water quality treatment as determined by the NYSDOH or the New York City

Department of Health and Mental Hygiene to render it safe for use as drinking

water or for industrial purposes, and the user must first notify and obtain written

approval to do so from the Department;

Groundwater and other environmental or public health monitoring must be

performed as defined in the SMP;

Data and information pertinent to management of the site must be reported at

the frequency and in a manner defined in the SMP;

All future activities on the property that will disturb remaining contaminated

material must be conducted in accordance with the SMP;

Monitoring to assess the performance and effectiveness of the remedy must be

performed as defined in the SMP;

Operation, maintenance, monitoring, inspection, and reporting of any mechanical

or physical components of the remedy shall be performed as defined in the

SMP;

Access to the site must be provided to agents, employees, or other

representatives of the State of New York with reasonable prior notice to the

Volunteer and property owner to ensure compliance with the restrictions

identified by these Environmental Easements;

The site shall not be used for residential purposes as defined in 6 NYCRR 375-

1.8(g)(2)(i), and the ECs described in the following section may not be

discontinued without extinguishing the Environmental Easements;

Vegetable gardens and farming on the site are prohibited;

The potential for vapor intrusion must be evaluated for any buildings developed

in the area within the site boundary noted on Figure 2, and any potential impacts

that are identified must be monitored or mitigated;



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The SMP describes obligations the Volunteer assumes on behalf of Volunteer,

its successors and assigns. The Volunteer’s assumption of the obligations

contained in the SMP, which may include sampling, monitoring, and/or operating

a treatment system, and providing certified reports to the NYSDEC, is and

remains a fundamental element of the NYSDEC’s determination the site is safe

for specific uses, but not all uses. The SMP may be modified in accordance with

the NYSDEC’s statutory and regulatory authority. The Volunteer and all

successors and assigns assume the burden of complying with the SMP and

obtaining an up-to-date version of the SMP from:

NYSDEC

Division of Environmental Remediation

Site Control Section

625 Broadway

Albany, New York 12233

Phone: (518) 402-9553

The Volunteer must provide all persons who acquire any interest in the site a

true and complete copy of the SMP the NYSDEC approves for the site and all

NYSDEC-approved amendments to that SMP

The Volunteer has covenanted and agreed that, until such time as the

Environmental Easements are extinguished in accordance with the requirements

of ECL, the property deed and all subsequent instruments of conveyance

relating to the site shall state in at least fifteen-point bold-faced type: This

property is subject to an Environmental Easement held by the NYSDEC pursuant

to ECL Article 71, Title 36

The Grantor has covenanted and agreed that these Environmental Easements

shall be incorporated in full or by reference in any leases, licenses, or other

instruments granting a right to use the site

The Volunteer covenants and agrees that it shall, at such time as NYSDEC may

require, submit to NYSDEC a written statement by an expert the NYSDEC may

find acceptable certifying under penalty of perjury, in such form and manner as

the NYSDEC may require, that:

o The inspection of the site to confirm the effectiveness of the ICs and ECs

required by the remedial program was performed under the direction of

the individual set forth at 6 NYCRR Part 375-1.8(h)(d).

o The ICs and/or ECs employed at the site:



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Are in-place

Are unchanged from the previous certification, or that any

identified changes to the controls employed were approved by

the NYSDEC and that all controls are in the NYSDEC-approved

format

o Nothing has occurred that would impair the ability of such controls to

protect the public health and environment

o The owner will continue to allow access to such real property to evaluate

the continued maintenance of such controls

o Nothing has occurred that would constitute a violation or failure to

comply with any site management plan for such controls

o The report and all appendices were prepared under the direction of, and

reviewed by, the party making the certification

o To the best of his/her knowledge and belief, the work and conclusions

described in this certification are in accordance with the requirements of

the site remedial program, and generally accepted engineering practices

o The information presented is accurate and complete

3.3 Engineering Controls

Engineering controls include a composite cover system, vapor barrier, SMDS, and a

groundwater treatment system. Locations of ECs are shown on Figure 7.

3.3.1 Composite Cover System

Exposure to residual impacted soil on Lots 27 and 28 is prevented by a composite cover

system, which consists of the existing concrete building slab. Any breach in the

composite cover will be repaired in accordance with this SMP. The EWP in Appendix E

outlines the procedures required to be implemented in the event the cover system is

breached, penetrated or temporarily removed, and any underlying remaining

contamination is disturbed. Procedures for the inspection of this cover are provided in

the Monitoring and Sampling Plan included in Section 4.0 of this SMP. Any work

conducted pursuant to the EWP must also be conducted in accordance with the

procedures defined in a HASP (Appendix F) and associated CAMP.



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3.3.2 Vapor Barrier Membrane

A seamless vapor barrier membrane was installed beneath the cellar floor slab and

along the cellar level walls on Lots 1 and 31, in accordance with the IRMWP, as a

contingency to prevent soil vapor intrusion. Grace Preprufe 300R was installed beneath

the cellar foundation, Grace Preprufe 160R was installed along the cellar foundation

walls, and Florprufe 120 was used to seal penetrations through the foundation slabs.

Vapor barrier manufacturer’s details are provided in Appendix G. The EWP included in

Appendix E outlines the procedures required to be implemented in the event the vapor

barrier membrane is breached, penetrated, or temporarily removed. Procedures for the

inspection and maintenance of this cover are provided in the Monitoring and Sampling

Plan included in Section 4.0 of this SMP.

3.3.3 Sub-Membrane Depressurization System

Procedures for system start-up, operation, and maintenance of the SMDS on Lots 1 and

31 are included in the Monitoring and Sampling Plan (Section 4.0 of this SMP) and the

Operation and Maintenance Plan (Section 5.0 of this SMP). The Monitoring and

Sampling Plan also specifies inspections in the event that a severe weather condition

occurs, which may affect controls at the site.

The SMDS installed on Lots 1 and 31 consists of horizontal, interconnected, 4-inch

diameter perforated high density polyethylene (HDPE) piping placed in a minimum of an

8-inch layer of clean ¾-inch stone. The stone was obtained from a Tilcon-operated

quarry located in Wharton, New Jersey. The system underlies the vapor barrier

membrane only beneath portions of the cellar that are not occupied by an open-air

parking lot. Three discrete systems of horizontal piping were connected to three

vertical riser pipes located in the southwest part of the site. All three riser pipes

penetrate the first-floor slab, after which the western risers manifold together. The two

remaining risers extend through the building and penetrate the roof, where they each

connect to a regenerative blower. Each of the three initial risers includes a sample port

above the floor slab. The SMDS piping layout plan is provided as Figure 8, and the as-

built drawing of underground pipe layout is provided as Appendix H.

The vacant buildings on Lots 27 and 28 are being redeveloped separately from Lots 1

and 31. Redevelopment plans, which will incorporate a soil vapor mitigation system, are

currently in design, and will be installed under this SMP prior to the issuance of any

temporary or final Certificate of Occupancy.



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3.3.4 Groundwater Treatment System

In the event that monitoring data indicates that additional groundwater treatment is

required, a corrective measures plan will be submitted to NYSDEC for approval. This

plan will provide the details and schedule for performing work necessary for additional

remediation and/or treatment. The additional treatment may consist of injecting

PlumeStop® into the subsurface via the previously installed injection pipe network

beneath the building slab of Lots 1 and 31.

3.3.5 Criteria for Completion of Remediation/Termination of Remedial Systems

Remedial processes are typically considered complete when effectiveness monitoring

indicates that the remedial action objectives, as identified in the decision document,

have been achieved. The framework for determining when remedial processes are

complete is provided in Section 6.4 of NYSDEC DER-10.

3.3.5.1 Composite Cover System

The composite cover system is a permanent control. The quality and integrity of this

system will be inspected at defined, regular intervals in perpetuity.

3.3.5.2 Vapor Barrier Membrane

The seamless vapor barrier membrane is a permanent control. The quality and integrity

of this system will be inspected at defined, regular intervals in perpetuity.

3.3.5.3 SMDS

If the initial vapor intrusion evaluation determines that an active SMDS is required, the

system will remain in operation until monitoring data demonstrates that the active

system is no longer required. The active system will not be discontinued without prior

written approval by the NYSDEC. If future vapor intrusion evaluation testing

demonstrates that the active system is no longer required, a proposal to discontinue the

active SMDS will be submitted by the Volunteer to the NYSDEC and NYSDOH.

3.3.5.4 Monitoring Wells Associated With Groundwater Treatment

Groundwater monitoring to assess petroleum-related VOC and CVOC concentrations in

groundwater will continue, as determined by the NYSDEC with consultation with

NYSDOH, until residual groundwater concentrations are found to have become

asymptotic at an acceptable level over an extended period. The decision to

decommission the network of groundwater treatment infrastructure will be made in

consultation with NYSDEC and will consider the following criteria:



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Reduction of 90% of contaminant concentrations in monitoring wells

VOC concentrations measured via laboratory analysis of samples from the

monitoring wells have indicated that AWQS have been achieved

In the event monitoring data indicates monitoring for VOCs may no longer be required, a

proposal to discontinue the system will be submitted by the Volunteer. Monitoring will

continue until permission to discontinue is granted in writing by the NYSDEC. If

permission to discontinue monitoring is granted, injection and monitoring wells will be

permanently closed-in-place in accordance with the NYSDEC CP-43 Groundwater

Monitoring Well Decommissioning Policy.



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4.0 MONITORING AND SAMPLING PLAN

4.1 General

This Monitoring and Sampling Plan describes the measures for evaluating the overall

performance and effectiveness of the remedy. This Monitoring and Sampling Plan may

be revised only with the approval of the NYSDEC. Details regarding the sampling

procedures, data quality usability objectives, analytical methods, etc. for all samples

collected as part of site management for the site are included in the Quality Assurance

Project Plan (QAPP) (Appendix I).

This Monitoring and Sampling Plan describes the methods to be used for:

Sampling and analysis of all appropriate media (e.g., groundwater, indoor air, soil

vapor, soil)

Assessing compliance with applicable NYSDEC Standards, Criteria, and

Guidance (SCGs), particularly groundwater standards and Part 375 SCOs for soil

Evaluating site information periodically to confirm that the remedy continues to

be effective in protecting public health and the environment

To adequately address these issues, this Monitoring and Sampling Plan provides

information on:

Sampling locations, protocol and frequency

Information on all designed monitoring systems

Analytical sampling program requirements

Inspection and maintenance requirements for monitoring wells

Monitoring well decommissioning procedures

Annual inspection and periodic certification

Reporting requirements are provided in Section 7.0.

4.2 Site-Wide Inspection

Site-wide inspections will be performed annually. Modification to the frequency or

duration of inspections will require approval from NYSDEC. Site-wide inspections will

also be performed after all severe weather conditions that may affect ECs or monitoring

devices. Inspection forms (Appendix J) will be completed for every inspection event.

The forms will compile sufficient information to assess the following:



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Compliance with all ICs, including site usage

An evaluation of the condition and continued effectiveness of ECs

General site conditions at the time of the inspection

The site management activities being conducted including, where appropriate,

documentation sampling and a health and safety inspection

Compliance with permits and schedules included in the Operation and

Maintenance Plan

Whether site records are up to date

All remedial installed components will be inspected during the comprehensive site-wide

inspection, which will be conducted and documented according to the SMP schedule,

regardless of the frequency of the Periodic Review Report (PRR). The inspections will

determine and document the following:

Whether ECs continue to perform as designed

If these controls continue to be protective of human health and the environment

Compliance with requirements of this SMP and the Environmental Easements

Achievement of remedial performance criteria

If site records are complete and up to date

Inspections will also be performed in the event of an emergency. If an emergency,

such as a natural disaster or an unforeseen failure of any of the ECs occurs that reduces

or has the potential to reduce the effectiveness of ECs in place, verbal notice to the

NYSDEC must be given by noon of the following day. In addition, an inspection of the

site will be conducted within 5 days of the event to verify the effectiveness of the

IC/ECs implemented at the site by a qualified environmental professional, as determined

by the NYSDEC. Written confirmation that includes a summary of actions taken, or to

be taken, and the potential impact to the environment and the public, must be provided

to the NYSDEC within 7 days of the event.



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4.3 Engineering Control Monitoring

* The frequency of events will be conducted as specified until otherwise approved by NYSDEC and

NYSDOH

4.3.1 Composite Cover System Inspections

The composite cover system serves as a protective barrier on Lots 27 and 28 to

mitigate the risk of exposure to residual contaminated soil. The extent of the composite

cover system is presented on the EC map included as Figure 7. Inspection of the

composite cover system by a professional engineer, or a qualified environmental

professional under the direction of a professional engineer, is required at least once per

year and following severe weather or other conditions that could affect the cover.

During these inspections, a composite cover inspection form (Appendix J) will be

completed. The inspection requires sufficient information to certify that all elements of

the cover system are functional and should document any cover system disturbances.

Any damage to the composite cover system identified during the inspection will be

repaired in kind and in compliance with this SMP.

4.3.2 SMDS Monitoring

Inspections will be conducted on a quarterly basis during the first year after startup to

establish the SMDS on Lots 1 and 31 is operational and performing within the design

specifications. Thereafter, the frequency will be determined by NYSDEC and NYSDOH,

but is assumed to be annually. A visual inspection of the above-ground system

components will be conducted during the monitoring event. SMDS components to be

Monitoring/Inspection Schedule

Monitoring Program Frequency* Analysis

Composite Cover System

Inspection Annually

Visual inspection of composite cover

system components

SMDS Inspections

Quarterly during the first year

of operation, then annually

thereafter

Visual inspection of above-ground

system components and alarm testing

Performance Monitoring

Quarterly during the first years

after the injection event and

semi-annually thereafter

VOCs; geochemical parameters

evaluated through on-site monitoring:

dissolved oxygen (DO), oxidation-

reduction potential (ORP), specific

conductivity, pH, temperature, and

turbidity

Site-wide Inspections Annually Visual inspection of general site

conditions and ECs



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monitored include, but are not limited to, the regenerative fan blowers and the general

system piping.

A complete list of components to be checked is provided in the SMDS Inspection

Checklist, included in Appendix J. If any equipment readings are not within their typical

range, any equipment is observed to be malfunctioning, or the system is not performing

within specifications, applicable maintenance and repairs will be conducted per the

Operation and Maintenance Plan, and the SMDS will be restarted.

Inspection requirements for the soil vapor mitigation system installed on Lots 27 and 28

will be tailored to suit the specifications of the design once it has been finalized and will

be included in an updated SMP, to be submitted to NYSDEC, as this SMP may be

modified only with the approval of NYSDEC. Unscheduled inspections and/or sampling

may take place when a suspected failure of the SMDS and/or soil vapor mitigation

system has been reported or an emergency occurs that is deemed likely to affect the

operation of the systems. Monitoring deliverables for the SMDS on Lots 1 and 31 are

included in Section 7.0.

4.4 Post-Remediation Monitoring and Sampling

4.4.1 Soil Vapor Intrusion Evaluation Sampling

The active SMDS on Lots 1 and 31 and the soil vapor mitigation system on Lots 27 and

28 will be installed and operated before the buildings become occupied. Soil vapor

intrusion sampling will be performed following completion of the new building on Lots 1

and 31 and the renovation of the existing buildings on Lots 27 and 28 to demonstrate

that the SMDS and soil vapor mitigation systems are effective at preventing

contaminated soil vapor from impacting indoor air. The operational status of the SMDS

on Lots 1 and 31 will be verified on at least a monthly basis and reported in the Routine

Maintenance Reports described in Section 5.4.1.

The vapor intrusion evaluation will be completed in the lowest building level in both the

new and renovated buildings with the exception of the open-air parking garage. The

evaluation will be completed in accordance with applicable guidelines in the NYSDOH

Guidance for Evaluating Soil Vapor Intrusion in the State of New York, October 2006.

The investigation will include:

Lots 1 and 31

Completion of a pre-sampling inspection



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Collection of three soil vapor samples from the sampling ports at the base of the

SMDS riser pipe

Collection of three indoor air samples collocated directly adjacent to the soil

vapor samples, and two additional indoor air samples collected in other selected

basement locations

Collection of one ambient air sample (AA) for quality assurance and quality

control (QA/QC) purposes

Samples will be collected into laboratory-supplied, batch-certified 6-Liter Summa®

canisters calibrated for an 8-hour sampling period and transported via courier following

standard chain-of-custody protocols to a NYSDOH Environmental Laboratory Approval

Program (ELAP)-certified laboratory. All samples will analyzed for VOCs via United

States Environmental Protection Agency (USEPA) Method TO-15. Sample results will be

compared to the NYSDOH AGVs and Guidance Document decision matrices to

determine if further action is required.

Deliverables for the soil vapor intrusion sampling program are specified in Section 7.0 –

Reporting Requirements.

Lots 27 and 28

Considering that the vapor mitigation measures for Lots 27 and 28 are dependent on

the future design, an effective method for vapor intrusion evaluation cannot yet be

defined. Once an appropriate vapor mitigation system is selected, a proposed vapor

intrusion evaluation will be submitted to NYSDEC.

4.4.2 Groundwater Monitoring and Sampling

The groundwater performance monitoring program consists of baseline and post-

injection sampling events. The baseline sampling was conducted after the injection of

the base-activated persulfate in the southeast corner of Lot 31 and prior to the injection

of PlumeStop®. Post-injection sampling will be conducted quarterly during the first year

following the injections and semi-annually during each subsequent year from the

performance monitoring wells (MW-1 through MW-7) to assess the performance of the

in-situ groundwater remedy. Modification to the frequency or sampling requirements

will require approval from the NYSDEC. Detailed sample collection and analytical

procedures and protocols are provided in the following sections. Performance

monitoring well locations are presented on Figure 5, and well construction details are

provided on Table 4.



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4.4.2.1 Groundwater Sampling Protocol

Monitoring well sampling will be recorded in a field book and a groundwater-sampling

log presented in Appendix K. Other observations (e.g., well/well stub condition, etc.)

will be noted on the well sampling log. The well sampling log will serve as the

inspection form for the groundwater monitoring well network. Prior to sampling of the

monitoring wells on Lots 27 and 28 (MW-6 and MW-7), the static water level will be

measured to the nearest 0.01 foot from the surveyed well elevation mark on the top of

the polyvinyl chloride (PVC) casing with a decontaminated water level indicator.

Because the monitoring wells on Lots 1 and 31 (MW-1 through MW-5) are located in

the fixed well network beneath the building slab, those wells cannot be gauged. Water

levels in MW-6 and MW-7 will be recorded and converted to elevations relative to the

North American Vertical Datum of 1988 (NAVD88). The depth to the bottom of the

wells will also be recorded.

Each monitoring well on Lots 1 and 31 (MW-1 through MW-5) contains a dedicated

Geotech bladder pump and sample tubing that will be used to purge and sample the

wells in accordance with low-flow sampling techniques. The monitoring wells on Lots

27 and 28 (MW-6 and MW-7) will be purged and sampled using external submersible

pumps that will be decontaminated with Alconox© between each sample location.

Purging will consist of pumping water through a water quality meter (e.g., Horiba U-52)

until either the physical and chemical parameters (e.g., temperature, DO, ORP, turbidity)

stabilize within the ranges specified in the EPA’s Low Stress Purging and Sampling

Procedure for the Collection of Groundwater Samples From Monitoring Wells (dated

July 30, 1996, and revised January 19, 2010) or one hour of time elapses. Groundwater

samples will be collected directly from the pump discharge line after the purge is

complete. Samples will be collected in the appropriate number of hydrochloric acid-

preserved volatile organic analysis (VOA) bottles. The sample containers will then be

labeled, placed in a cooler, packed on ice (to maintain a temperature of 4°C), and

shipped to the laboratory under proper chain of custody protocol for analysis.

Groundwater samples will be submitted to a NYSDOH Environmental Laboratory

Approval Program (ELAP)-certified laboratory for the following analyses:



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Sampling Requirements/ Schedule

Sampling Location Analytical Parameters* Schedule*

Performance Monitoring

Wells MW-1 through MW-7

VOCs (EPA Method 8260)

Quarterly during the

first year after the

injection event and

semi-annually

thereafter

* The frequency of sampling events and analytical parameters will be conducted as specified until

otherwise approved by NYSDEC and NYSDOH

This sampling frequency may be modified only with the approval of NYSDEC. Any

sampling plan modifications shall be reflected in an updated SMP.

4.4.2.2 Monitoring Well Repairs, Replacement, and Decommissioning

Repairs and/or replacement of well components in the monitoring well network will be

performed based on assessments of structural integrity and overall performance. If

biofouling or silt accumulation occurs in the monitoring wells on Lots 27 and 28 (MW-6

and MW-7), the wells will be physically agitated/surged and redeveloped. Because the

monitoring wells on Lots 1 and 31 (MW-1 through MW-5) are located in the fixed well

network beneath the building slab, those wells cannot be accessed for repairs or

redevelopment. Accessible monitoring wells will be properly decommissioned and

replaced if an event renders the wells unusable. Monitoring wells that are

decommissioned because they have been rendered unusable will be replaced in the

nearest available location, unless otherwise approved by the NYSDEC. If the objectives

of the groundwater treatment system are met, the wells may be decommissioned and

removed or abandoned with prior approval of NYSDEC. Well abandonment will be

performed in accordance with NYSDEC’s “Groundwater Monitoring Well

Decommissioning Procedures.” Well decommissioning, abandonment, replacement, or

removal will be done only with the prior approval of NYSDEC, and the process will be

documented in the subsequent PRR.



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5.0 OPERATION AND MAINTENANCE PLAN

5.1 Introduction

This Operation and Maintenance (O&M) Plan describes the measures necessary to

operate, monitor, and maintain the mechanical components of the remedy selected for

the site. This O&M Plan includes:

Procedures for SMDS start-up and testing

Steps necessary to allow individuals unfamiliar with the site to operate and

maintain the SMDS and the groundwater treatment system

An operation and maintenance contingency plan

The O&M Plan will be updated periodically to reflect changes in site conditions or the

manner in which the SMDS on Lots 1 and 31 is operated and maintained and will be

revised to cover the inspection requirements for the forthcoming soil vapor mitigation

system to be installed on Lots 27 and 28.

Information on non-mechanical ECs (i.e., vapor barrier) is provided in Section 3.0 -

Institutional and Engineering Control Plan. A copy of this O&M Plan, along with the

complete SMP, will be kept at the site. This O&M Plan is not to be used as a stand-

alone document, but as a component document of the SMP.

5.2 SMDS Operation and Maintenance

5.2.1 Scope

This section provides operation and maintenance requirements for the SMDS on Lots 1

and 31. The Operation and Maintenance Program has been prepared based on the

NYSDOH Guidance and EPA guidance document EPA/625/R-92/016 concerning active

depressurization of large buildings and schools (June 1994).

Details of the SMDS design and layout are provided in the Institutional and Engineering

Control Plan section of the SMP. An SMDS layout plan is provided as Figure 8.

5.2.2 System Start-Up and Testing

Prior to initial start-up of the SMDS, all accessible components will be inspected. The

system will then be started in accordance with the blower manufacturer’s

recommendations. The regenerative blower manuals are included as Appendix L. After

startup, a Mitigation System Installation Record form (included in Appendix J) will be

completed and included as an attachment to the subsequent PRR. System testing

following the initial system start-up will be performed as follows:



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While the system is operating, smoke tubes will be used to check for leaks

through concrete cracks, floor joints, and at the suction points. Any leaks

identified then will be properly sealed.

Riser pipe sampling ports will be tested with a magnehelic to demonstrate that a

negative pressure is being maintained.

The blower-malfunction warning device will be tested.

Shortly after installation of the system and completion of building construction,

indoor air and SMDS sample port samples will be collected. Samples will be

analyzed for the constituents of concern (i.e., VOCs) to confirm concentrations in

indoor air are below the air guideline values derived by the NYSDOH, and to test

sub-membrane air concentrations. If the sampling results indicate a

concentration in indoor air above the air guideline values, the source or cause

(e.g., indoor or outdoor sources, improper operation of the SMDS, etc.) will be

identified and corrected as necessary.

The system testing described above will be conducted if, in the course of the SMDS

lifetime, significant changes are made to the system and the system is restarted.

5.2.3 System Operation

5.2.3.1 Routine Operating Procedures

The vacuum blowers will operate continuously after initial startup. All equipment will be

operated in accordance with manufacturer’s recommendations (see Appendix L).

5.2.3.2 Trouble Shooting

During the course of operation for the active SMDS, especially immediately after start-

up, some technical difficulties may be encountered and the SMDS may not operate

within design specifications. Any required maintenance, adjustments, or repairs to the

system will be conducted as per manufacturer’s recommendations and Section 5.2.4 of

this O&M Plan.

5.2.4 System Maintenance

5.2.4.1 Routine Maintenance

Routine equipment maintenance (e.g., replacing vent fans), repairs, and/or adjustments

will be determined based on the life expectancy and warranty for the specific part as

well as visual observations over time. The need for repairs and/or adjustments will

depend upon the results of a specific activity compared to the results obtained when

system operations were initiated. Routine maintenance activities and minimum



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schedules are provided in the SMDS blower manual (Appendix L). Routine maintenance

of the accessible, non-mechanical SMDS components (i.e., riser) is not anticipated.

5.2.4.2 Non-Routine Maintenance

Non-routine maintenance may also be required during the operation of the SMDS,

including the following situations:

The building's owner or occupants report the warning device indicates the

SMDS is not operating properly;

The SMDS becomes damaged; or

The building has undergone renovations that may reduce the effectiveness of

the SMDS.

Activities conducted during non-routine maintenance visits will vary. NYSDEC will be

informed of SMDS failure by noon of the following day. Repairs or adjustments will be

made to the system as appropriate and as per manufacturer guidelines within 7 days of

the equipment failure, whenever possible (i.e., pending availability of parts). If

necessary, the system will be redesigned and restarted.

5.3 SMDS Performance Monitoring

Performance monitoring will be conducted to determine whether the SMDS is operating

as designed.

5.3.1 Monitoring Schedule

A baseline inspection of the blower and other equipment will be conducted within 24

hours following initial start-up of the system. Inspections will be conducted on a

quarterly basis during the first year of implementation to establish that it is operational

and performing within the design specifications. Thereafter, inspections will be

conducted on an annual basis. Inspection frequency is subject to change with the

approval of the NYSDEC and NYSDOH. Unscheduled inspections or sampling may take

place when a suspected failure of the SMDS has been reported or an emergency occurs

that is deemed likely to affect the operation of the system. SMDS monitoring

deliverables are specified in Section 5.4.



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5.3.2 General Equipment Monitoring

A visual inspection of the above-ground components of the SMDS will be conducted

during the monitoring event. SMDS components to be monitored include, but are not

limited to, the following:

Vacuum blower

Pressure gauges

Rate of discharge

General system piping

A complete list of components to be checked is provided in the Inspection Checklist,

presented in Appendix J. If any equipment readings are not within their typical range,

any equipment is observed to be malfunctioning, or the system is not performing within

specifications, maintenance and repair as per the O&M Plan are required immediately,

and the SMDS shall be restarted.

5.3.3 Sampling Event Protocol

Based on the NYSDOH Final Guidance for Evaluating Soil Vapor Intrusion in the State of

New York (October 2006), air monitoring is not necessary once the SMDS has been

properly installed and is maintaining a vacuum underneath the depressed portions of the

slab (i.e., areas that are not overlain by a ventilated parking garage). However, some

repairs and adjustments will be made during the lifetime of the SMDS. SMDS testing,

as outlined in Section 5.2 of the Operation and Maintenance Plan, will be conducted in

case of redesign and start-up or to determine the need to continue SMDS operation.

5.4 Maintenance and Performance Monitoring Reporting Requirements

Maintenance reports and any other information generated during regular operations will

be filed on-site. Reports, forms, and other relevant information generated will be

available to the NYSDEC and submitted as part of the PRR, as specified in the Section

7.0 of this SMP.

5.4.1 Routine Maintenance Reports

Checklists or forms (see Appendix J) will be completed during each routine

maintenance event. Checklists and forms will include the following information:

Date

Name, company, and position of person(s) conducting maintenance activities



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Maintenance activities conducted

Any modifications to the system

Photographs or sketches showing the approximate location of any problems or

incidents noted

Other relevant documentation (e.g., maintenance invoices, replacement

equipment receipts, contractor logs, etc.)

5.4.2 Non-Routine Maintenance Reports

Completed non-routine maintenance forms will include the following information:

Date

Name, company, and position of person(s) conducting non-routine maintenance

or repair activities

Presence of leaks

Date of leak repair

Other repairs or adjustments made to the system

Photographs or sketches showing the approximate location of any problems or

incidents noted

Other relevant documentation (e.g., maintenance invoices, replacement

equipment receipts, contractor logs, etc.)

5.5 Groundwater Treatment System Operation and Maintenance

The accessible components of the fixed well network of the groundwater treatment

system shall be inspected during every performance monitoring event. The inspections

shall serve to evaluate the conditions of the following components of the access vault:

The cover should be in good condition, flush to the ground surface, and locked

Locks should be operable and in good condition

Well stub-ups should be in good condition (no damage to PVC or joints)

Monitoring well stub-ups should be covered with intact J-plugs

Injection well stub-ups should be covered with functioning Camlocks



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6.0 PERIODIC ASSESSMENTS/EVALUATION

6.1 Climate Change Vulnerability Assessment

Increases in both the severity and frequency of storms/weather events, an increase in

sea level elevations along with accompanying flooding impacts, shifting precipitation

patterns and wide temperature fluctuation, resulting from global climactic change and

instability, have the potential to significantly impact the performance, effectiveness and

protectiveness of a given site and associated remedial systems. Vulnerability

assessments provide information so that the site and associated remedial systems are

prepared for the impacts of the increasing frequency and intensity of severe

storms/weather events and associated flooding.

This section provides a summary of vulnerability assessments that will be conducted for

the site, and briefly summarizes the vulnerability of the site and/or ECs to severe

storms/weather events and associated flooding.

As stated in Section 4.2, site-wide inspections, including inspections of all ECs, will be

performed after severe weather events. According to the National Flood Insurance Rate

map for the City of New York published by the Federal Emergency Management

Agency (FEMA) (Community Panel No. 3604970204F, dated September 5, 2007), most

of the site is located in Zone X, which is designated for areas determined to be outside

the 0.2 percent annual chance of flood. The western end of the site is designated to

have a 0.2%-1% annual chance of flood, with average depths of less than 1 foot. In the

event of a power loss, SMDS operation would be disrupted, and prevention of soil vapor

intrusion is anticipated to be maintained by the vapor barrier/waterproofing membrane

until power is restored.

6.2 Green Remediation Evaluation

NYSDEC’s DER-31 Green Remediation requires that green remediation concepts and

techniques be considered during all stages of the remedial program including site

management, with the goal of improving the sustainability of the cleanup and

summarizing the net environmental benefit of any implemented green technology. This

section of the SMP provides a summary of any green remediation evaluations to be

completed for the site during site management, and as reported in the PRR.

Should the vapor intrusion evaluation determine that an active SMDS is not required, or

should the active system be decommissioned in the future, then energy use for

mitigation will be greatly reduced.



Brooklyn, New York


6.2.1 Timing of Green Remediation Evaluations

For major remedial system components, green remediation evaluations and

corresponding modifications will be undertaken as part of a formal Mitigation System

Optimization (MSO), or at any time that the Project Manager feels appropriate, e.g.

during significant maintenance events or in conjunction with storm recovery activities.

Modifications resulting from green remediation evaluations will be routinely

implemented and scheduled to occur during planned/routine operation and maintenance

activities. Reporting of these modifications will be presented in the PRR.

6.2.2 Mitigation Systems

Mitigation Systems will be operated properly considering the current site conditions to

conserve materials and resources to the greatest extent possible. Consideration will be

given to operating rates and use of reagents and consumables. Spent materials will be

sent for recycling, as appropriate.

6.2.3 Frequency of System Checks, Sampling and Other Periodic Activities

Transportation to and from the site and use of consumables in relation to visiting the

site in order to conduct system checks and or collect samples and shipping samples to

a laboratory for analyses have direct and/or inherent energy costs. The schedule and/or

means of these periodic activities have been prepared so that these tasks can be

accomplished in a manner that does not impact remedy protectiveness but reduces

expenditure of energy or resources.

6.3 Mitigation System Optimization

An MSO study will be conducted any time that the NYSDEC or the Volunteer requests

such an evaluation of the remedy. An MSO may be appropriate if any of the following

occur:

The remedial actions have not met or are not expected to meet RAOs in the

time frame estimated in the Decision Document

The management and operation of the remedial system is exceeding the

estimated costs

The remedial system is not performing as expected or as designed

Previously unidentified source material may be suspected



Brooklyn, New York


Site conditions change due to development, change of use, change in

groundwater use, etc.

There is an anticipated transfer of the site management to another remedial

party or agency

A new and applicable remedial technology becomes available.

An MSO will provide a critique of a site’s conceptual model, give a summary of past

performance, document current cleanup practices, summarize progress made toward

the site’s cleanup goals, gather additional performance or media specific data and

information and provide recommendations for improvements to enhance the ability of

the present system to reach RAOs or to provide a basis for changing the remedial

strategy.



Brooklyn, New York


7.0 REPORTING REQUIREMENTS

7.1 Site Management Reports

Site management inspection, maintenance and monitoring events will be recorded on

the appropriate site management forms provided in Appendix J. These forms are

subject to NYSDEC revision.

Applicable inspection forms and other records, including media sampling data and

system maintenance reports, generated for the site during the reporting period will be

provided in electronic format to the NYSDEC in accordance with the requirements of

the table below and summarized in the PRR.

* The frequency of events will be conducted as specified until otherwise approved by NYSDEC

All interim monitoring/inspections reports will include, at a minimum:

Date of event or reporting period

Name, company, and position of person(s) conducting monitoring/inspection

activities

Description of the activities performed

Where appropriate, color photographs or sketches showing the approximate

location of any problems or incidents noted (included either on the checklist/form

or on an attached sheet)

Type of samples collected (e.g., sub-slab vapor, indoor air, outdoor air, etc.)

Copies of all field forms completed (e.g., well sampling logs, chain-of-custody

documentation, etc.)

Sampling results in comparison to appropriate standards/criteria

A figure illustrating sample type and sampling locations

Copies of all laboratory data sheets and the required laboratory data deliverables

required for all points sampled (to be submitted electronically in the NYSDEC-

identified format)

Schedule of Monitoring/Inspection Reports

Monitoring Program Reporting Frequency*

SMDS Inspections Quarterly in the first year of operation and annually thereafter

Vapor Intrusion Evaluation Prior to building occupancy

Groundwater Performance

Monitoring

Quarterly during the first year after the injection event and

semi-annually thereafter

Site-wide Inspections Annually



Brooklyn, New York


Observations, conclusions, or recommendations

A determination as to whether contaminant conditions have changed since the

last reporting event

Routine maintenance event reporting forms will include, at a minimum:

Date of event

Name, company, and position of person(s) conducting maintenance

Description of maintenance performed

System modifications


location of any problems or incidents noted (included either on the checklist/form

or on an attached sheet)

Documentation such as copies of invoices for maintenance work, receipts for

replacement equipment, etc. (attached to the checklist/form)

Non-routine maintenance event reporting forms will include, at a minimum:

Date of event

Name, company, and position of person(s) conducting non-routine

maintenance/repair

Description of non-routine activities performed


location of any problems or incidents (included either on the form or on an

attached sheet)

Documentation such as copies of invoices for repair work, receipts for

replacement equipment, etc. (attached to the checklist/form)

Data will be reported in digital format as determined by the NYSDEC. Currently, data is

to be supplied electronically and submitted to the NYSDEC EQuISTM database in

accordance with the requirements found at this link:

http://www.dec.ny.gov/chemical/62440.html.

7.2 Periodic Review Report

A PRR will be submitted to the Department beginning sixteen months after the COC is

issued. After submittal of the initial PRR, subsequent PRRs shall be submitted annually

to the Department or at another frequency as may be required by the Department. In

http://www.dec.ny.gov/chemical/62440.html



Brooklyn, New York


the event the site is subdivided into separate parcels with different ownership, a single

PRR will be prepared that addresses the site described in Appendix A – Environmental

Easements. The report will be prepared in accordance with NYSDEC’s DER-10 and

submitted within 30 days of the end of each certification period. Media sampling

results will also be incorporated into the PRR. The report will include:

Identification, assessment and certification of all ECs/ICs required by the remedy

for the site

Results of the required annual site inspections and severe condition inspections,

if applicable

Applicable site management forms and other records generated for the site

during the reporting period in the NYSDEC-approved electronic format, if not

previously submitted

Data summary tables and graphical representations of contaminants of concern

by media (groundwater, soil vapor, etc.), which include a listing of all compounds

analyzed, along with the applicable standards, with all exceedances highlighted.

These will include a presentation of past data as part of an evaluation of

contaminant concentration trends

Results of all analyses, copies of all laboratory data sheets, and the required

laboratory data deliverables for all samples collected during the reporting period

will be submitted in digital format as determined by the NYSDEC

A site evaluation, which includes the following:

o The compliance of the remedy with the requirements of the site-specific

RAWP or Decision Document

o The operation and the effectiveness of all treatment units, etc., including

identification of any needed repairs or modifications

o Any new conclusions or observations regarding site contamination based on

inspections or data generated by the Monitoring and Sampling Plan for the

media being monitored

o Recommendations regarding any necessary changes to the remedy and/or

Monitoring and Sampling Plan

o Trends in contaminant levels in the affected media will be evaluated to

determine if the remedy continues to be effective in achieving remedial goals

as specified by the Decision Document



Brooklyn, New York


o The overall performance and effectiveness of the remedy.

7.2.1 Certification of Engineering and Institutional Controls

After the last inspection of the reporting period, a New York State-licensed Professional

Engineer will include in the PRR the following certification per NYSDEC DER-10:

For each IC or EC identified for the site, I certify that to the best of my knowledge all of

the following statements are true:

The inspection of the site to confirm the effectiveness of the ICs and ECs

required by the remedial program was performed under my direction

The ICs and/or ECs employed at this site is unchanged from the date the control

was put in place, or last approved by the Department

Nothing has occurred that would impair the ability of the control to protect the

public health and environment

Nothing has occurred that would constitute a violation or failure to comply with

any site management plan for this control

Access to the site will continue to be provided to the Department to evaluate the

remedy, including access to evaluate the continued maintenance of this control

If a financial assurance mechanism is required under the oversight document for

the site, the mechanism remains valid and sufficient for the intended purpose

under the document

Use of the site is compliant with the environmental easements

The EC systems are performing as designed and are effective

To the best of my knowledge and belief, the work and conclusions described in

this certification are in accordance with the requirements of the site remedial

program and generally accepted engineering practices

The information presented in this report is accurate and complete.

I certify that all information and statements in this certification form are true. I

understand that a false statement made herein is punishable as a Class “A”

misdemeanor, pursuant to Section 210.45 of the Penal Law.

I, Jason Hayes, P.E., of Langan, have been authorized and designated by the Volunteer

to sign this certification for the site.



Brooklyn, New York


Every five years the following certification will be added:

The assumptions made in the qualitative exposure assessment remain valid;

The PRR will be submitted, in electronic format, to the NYSDEC Central Office, the

Regional Office in which the site is located, and the NYSDOH Bureau of Environmental

Exposure Investigation. The PRR may need to be submitted in hard-copy format if

requested by the NYSDEC project manager.

7.3 Corrective Measures Plan

If any remedial component fails, or if the periodic certification cannot be provided due to

the failure of an IC or EC, a corrective measures plan will be submitted to the NYSDEC

for approval. This plan will explain the failure and provide the details and schedule for

correcting the failure. Unless an emergency condition exists, no work will be performed

pursuant to the corrective measures plan until NYSDEC approval.

7.4 Remedial Site Optimization Report

In the event an MSO is to be performed (see Section 6.3), upon completion of an MSO,

an Remedial Site Optimization Report must be submitted to the Department for

approval. The Remedial Site Optimization Report will document the

research/investigation and data gathering conducted, evaluate the results and facts

obtained, present a revised conceptual site model, and provide recommendations.

Remedial Site Optimization recommendations are to be implemented upon approval

from the NYSDEC. Additional work plans, design documents, HASPs, etc., may still be

required to implement the recommendations, based upon the actions that need to be

taken. A final engineering report and update to the SMP also may be required.

The Remedial Site Optimization Report will be submitted, in electronic format, to the

NYSDEC Central Office, Regional Office in which the site is located, Site Control and

the NYSDOH Bureau of Environmental Exposure Investigation.



Brooklyn, New York


8.0 REFERENCES

1) 6NYCRR Part 375, Environmental Remediation Programs, dated December 14,

2006.

2) Hydro Tech, Phase I Environmental Site Assessment, dated February 2, 2015.

3) Hydro Tech, Phase II Environmental Site Investigation, dated April 16, 2015.

4) Langan Engineering, Environmental, Surveying, and Landscape Architecture, D.P.C.,

Waste Characterization Report, dated May 5, 2016.

5) Langan Engineering, Environmental, Surveying, and Landscape Architecture, D.P.C.,

Remedial Investigation Report, dated October 11, 2016.

6) Geo Tech Consultants, LLC, Supplemental Geotechnical Recommendation Report,

dated June 9, 2016.

7) Langan, Interim Remedial Measures Work Plan Addendum #1, dated January 9,

2017.

8) Langan, Interim Remedial Measures Work Plan Addendum #2, dated January 9,

2017.

9) New York State Department of Health, Final Guidance for the Evaluation of Soil

Vapor Intrusion in the State of New York, dated October 2006.

10) New York State Department of Environmental Conservation, Division of

Environmental Remediation, Draft Brownfield Cleanup Program Guide, dated May

2004.

11) New York State Department of Environmental Conservation, Draft DER-10 Technical

Guidance for Site Investigation and Remediation, dated May 3, 2010; effective June

18, 2010.

12) New York State Department of Environmental Conservation, Part 375 of Title 6 of

the New York Compilation of Codes, Rules, and Regulations, Effective December

14, 2006.

13) New York State Division of Water Technical and Operational Guidance Series

(TOGS) (1.1.1) dated June 1998.

14) United States Environmental Protection Agency, Low-Flow (Minimal Drawdown)

Ground-Water Sampling Procedures, “EPA/540/S-95/504, April 1996.

TABLES

Table 1

Groundwater Elevation Data Summary


432 Rodney Street, Brooklyn, NY


Depth to Water Water Elevation Depth to Water Water Elevation Depth to Water Water Elevation

MW01 12.6 8.73 3.87 8.74 3.86 8.73 3.87

MW02S 14.12 10.3 3.82 10.2 3.92 10.25 3.87

MW02D 14.06 10.24 3.82 10.25 3.81 10.24 3.82

MW03 15.53 11.67 3.86 11.7 3.83 11.68 3.85

MW04 13.13 9.21 3.92 9.21 3.92 9.23 3.9

MW05 13.42 9.27 4.15 9.27 4.15 9.26 4.16

MW06 13.22 4.28 8.94 4.23 8.99 4.25 8.97

MW07S 14.26 9.73 4.53 9.68 4.58 9.68 4.58

MW07D 14.16 10.73 3.43 10.7 3.46 10.81 3.35

MW08S 14.83 11.01 3.82 10.98 3.85 10.99 3.84

MW08D 15.02 11.19 3.83 11.21 3.81 11.21 3.81

MW09 15.27 11.4 3.87 11.33 3.94 11.37 3.9

MW10 14.81 10.97 3.84 10.95 3.86 10.99 3.82

MW11 14.46 10.67 3.79 10.65 3.81 10.61 3.85

MW12 14.43 10.6 3.83 10.64 3.79 10.64 3.79

MW13 14.48 10.6 3.88 10.62 3.86 10.62 3.86

MW15S 14.17 10.3 3.87 10.3 3.87 10.26 3.91

MW15D 14.16 10.29 3.87 10.28 3.88 10.28 3.88

MW16S 15.2 11.35 3.85 11.33 3.87 11.34 3.86

MW16D 15.15 11.41 3.74 11.31 3.84 11.28 3.87

Notes:

1. Well elevations are based on a survey performed by Langan on June 20, 2016.

2. All elevations are in reference to the North American Vertical Datum of 1988 (NAVD88).

3. Well elevations and depth to water readings were measured to a notched location at the top of each well casing.

4. Depth to water readings are measured in feet below top of the casing.

Well ID Well Elevation 6/15/2016 6/16/2016 6/17/2016

Table 2

Track 2 Restricted Residential Use SCOs


432 Rodney Street, Brooklyn, New York


VOCS (mg/kg) SVOCS (mg/kg)

1,1,1-Trichloroethane 100 Acenaphthene 100

1,1-Dichloroethane 26 Acenaphthylene 100

1,1-Dichloroethene 100 Anthracene 100

1,2-Dichlorobenzene 100 Benzo(a)anthracene 1

1,2-Dichloroethane 3.1 Benzo(a)pyrene 1

cis-1,2-Dichloroethene 100 Benzo(b)fluoranthene 1

trans-1,2-Dichloroethene 100 Benzo(g,h,i)perylene 100

1,3-Dichlorobenzene 49 Benzo(k)fluoranthene 3.9

1,4-Dichlorobenzene 13 Chrysene 3.9

1,4-Dioxane 13 Dibenzo(a,h)anthracene 0.33

Acetone 100 Fluoranthene 100

Benzene 4.8 Fluorene 100

Carbon tetrachloride 2.4 Indeno(1,2,3-cd)pyrene 0.5

Chlorobenzene 100 m-Cresol 100

Chloroform 49 Naphthalene 100

Ethyl Benzene 41 o-Cresol 100

Hexachlorobenzene 1.2 p-Cresol 100

Methyl ethyl ketone 100 Pentachlorophenol 2.4

Methyl tert-butyl ether (MTBE) 100 Phenanthrene 100

Methylene chloride 100 Phenol 100

n-Propylbenzene 100 Pyrene 100

sec-Butylbenzene 100

tert-Butylbenzene 100 2,4,5-TP Acid (Silvex) 100

Tetrachloroethylene 19 4,4'-DDE 8.9

Toluene 100 4,4'-DDT 7.9

Trichloroethylene 21 4,4'-DDD 13

1,2,4-Trimethylbenzene 52 Aldrin 0.097

1,3,5-Trimethylbenzene 52 alpha-BHC 0.48

Vinyl Chloride 0.9 beta-BHC 0.36

Xylenes, Total 100 Chlordane (alpha) 4.2

delta-BHC 100

Arsenic 16 Dibenzofuran 59

Barium 400 Dieldrin 0.2

Beryllium 72 Endosulfan I 24

Cadmium 4.3 Endosulfan II 24

Chromium, hexavalent 110 Endosulfan sulfate 24

Chromium, trivalent 180 Endrin 11

Copper 270 Heptachlor 2.1

Lead 400 Lindane 1.3

Manganese 2000 Polychlorinated biphenyls 1

Mercury 0.81

Nickel 310

Selenium 180

Silver 180

Zinc 10000

Notes:

SCO: Soil Cleanup Objective

SVOC: semivolatile organic compound

VOC: volatile organic compound

PCB: polychlorinated biphenyl

mg/kg: milligram per kilogram

PCBs/Pesticides (mg/kg)

Metals (mg/kg)

Table 3

Protection of Groundwater SCOs





1,1,1-Trichloroethane 0.68 Acenaphthene 98

1,1-Dichloroethane 0.27 Acenaphthylene 107

1,1-Dichloroethylene 0.33 Anthracene 1000

1,2-Dichlorobenzene 1.1 Benzo(a)anthracene 1

1,2-Dichloroethane 0.02 Benzo(a)pyrene 22

cis-1,2-Dichloroethene 0.25 Benzo(b)fluoranthene 1.7

trans-1,2-Dichloroethene 0.19 Benzo(g,h,i)perylene 1000

1,3-Dichlorobenzene 2.4 Benzo(k)fluoranthene 1.7

1,4-Dichlorobenzene 1.8 Chrysene 1

1,4-Dioxane 0.1 Dibenzo(a,h)anthracene 1000

2-Butanone 0.12 Fluoranthene 1000

Acetone 0.05 Fluorene 386

Benzene 0.06 Indeno(1,2,3-cd)pyrene 8.5

Butylbenzene 12 m-Cresol 0.33

Carbon tetrachloride 0.76 Naphthalene 12

Chlorobenzene 1.1 o-Cresol 0.33

Chloroform 0.37 p-Cresol 0.33

Ethyl Benzene 1 Pentachlorophenol 0.8

Hexachlorobenzene 3.2 Phenanthrene 1000

Methyl tert-butyl ether (MTBE) 0.93 Phenol 0.33

Methylene chloride 0.05 Pyrene 1000

n-Propylbenzene 3.9

sec-Butylbenzene 11 2,4,5-TP Acid (Silvex) 3.8

tert-Butylbenzene 5.9 4,4'-DDE 17

Tetrachloroethylene 1.3 4,4'-DDT 136

Toluene 0.7 4,4'-DDD 14

Trichloroethylene 0.47 Aldrin 0.19

1,2,4-Trimethylbenzene 3.6 alpha-BHC 0.02

1,3,5-Trimethylbenzene 8.4 beta-BHC 0.09

Vinyl Chloride 0.02 Chlordane (alpha) 2.9

Xylenes, Total 1.6 delta-BHC 0.25

Dibenzofuran 210

Arsenic 16 Dieldrin 0.1

Barium 820 Endosulfan I 102

Beryllium 47 Endosulfan II 102

Cadmium 7.5 Endosulfan sulfate 1000

Chromium, hexavalent 19 Endrin 0.06

Copper 1720 Heptachlor 0.38

Cyanide 40 Lindane 0.1

Lead 450 Polychlorinated biphenyls 3.2

Manganese 2000

Mercury 0.73

Nickel 130

Selenium 4

Silver 8.3

Zinc 2,480

Notes:







Metals (mg/kg)

Table 4

Performance Monitoring and Injection Well Construction Summary




Well TypeInner Well

Diameter Well Length

Screened

IntervalScreen Length

Screen

MaterialRiser Interval Riser Material

Sand Pack

Interval

Bentonite Seal

IntervalSpecifications

(inches) (feet) (el. NAVD88) (feet) (el. NAVD88) (el. NAVD88) (el. NAVD88)

Injection Wells 2 13 �10 to 0 100.020�inch

slotted PVC1 to 3

Schedule 40

PVC�10.5 to 1 1 to 3 Injection wells relay back to a central access vault.

Monitoring Wells 2 13 �10 to 0 100.010�inch

slotted PVC1 to 3

Schedule 40

PVC�10.5 to 1 1 to 3

Monitoring wells relay to a central access vault and include dedicated tubing

connected to a fixed�depth bladder pump within the screened interval.

Notes:

1. PVC = Polyvinyl Chloride

2. NAVD88 = North American Vertical Datum of 1988

3. el. = elevation

4. Does not include construction summary for MW�6 and MW�7, which will serve as performance monitoring wells on Lots 27 and 28.

Table 5

Documentation Sample Detections Summary




Sample Location

Sample ID

Sample Date

Lab Sample IDSample Depth (feet bgs)

Volatile Organic Compounds (mg/kg)

1,1�Dichloroethane 0.27 PG 0.0034 0.36 U 0.0017 U 0.0016 U 0.002 U 0.0017 U 0.095 U 0.0016 U 0.12 U 0.0025 U 0.1 U 0.0018 U 0.0018 U 0.0014 U

1,2,3�Trichlorobenzene ~ 0.0059 U 1.2 U 0.0056 U 0.0052 U 0.0065 U 0.0056 U 0.32 U 0.0055 U 0.39 U 0.0082 U 0.34 U 0.006 U 0.0059 U 0.0049 U

1,2,4,5�Tetramethylbenzene ~ 0.0014 J 5.6 0.072 0.0042 U 0.0052 U 0.0045 U 0.059 J 0.0044 U 0.24 J 0.0066 U 0.76 0.0048 U 0.0017 J 0.0011 J

1,2,4�Trimethylbenzene 3.6 PG 0.036 25 0.2 0.0052 U 0.0065 U 0.0056 U 0.03 J 0.0055 U 0.62 0.0082 U 1.6 0.006 U 0.0015 J 0.00083 J

1,2�Dichloroethane 0.02 PG 0.0028 0.24 U 0.0011 U 0.001 U 0.0013 U 0.0011 U 0.063 U 0.0011 U 0.079 U 0.0016 U 0.068 U 0.0012 U 0.0012 U 0.00097 U

1,2�Dichloroethene, Total ~ 0.98 J 0.05 J 0.013 0.001 U 0.0013 U 0.0011 U 0.039 J 0.00054 J 0.17 0.00086 J 0.068 U 0.0012 U 0.0012 U 0.014

1,3,5�Trimethylbenzene 8.4 PG 0.0091 4.7 0.03 0.0052 U 0.0065 U 0.0056 U 0.021 J 0.0055 U 0.23 J 0.0082 U 0.44 0.006 U 0.00028 J 0.0049 U

1,4�Dichlorobenzene 1.8 PG 0.0059 U 1.2 U 0.00034 J 0.0052 U 0.0065 U 0.0056 U 0.32 U 0.0055 U 0.39 U 0.0082 U 0.34 U 0.006 U 0.0059 U 0.0049 U

Acetone 0.05 PG 0.016 2.4 U 0.0049 J 0.01 U 0.013 U 0.011 U 0.63 U 0.011 U 0.79 U 0.016 U 0.68 U 0.012 U 0.029 0.0084 J

Benzene 0.06 PG 0.056 0.036 J 0.0011 U 0.001 U 0.0013 U 0.0011 U 0.063 U 0.0011 U 0.079 U 0.0016 U 0.068 U 0.0012 U 0.0012 U 0.00097 U

Bromomethane ~ 0.0024 U 0.48 U 0.0022 U 0.0021 U 0.0026 U 0.0022 U 0.13 U 0.0022 U 0.16 U 0.0033 U 0.14 U 0.0024 U 0.0024 U 0.0019 U

cis�1,2�Dichloroethene 0.25 PG 0.98 0.05 J 0.013 0.001 U 0.0013 U 0.0011 U 0.039 J 0.00054 J 0.17 0.00086 J 0.068 U 0.0012 U 0.0012 U 0.014

Ethylbenzene 1 PG 0.029 3.3 0.0049 0.001 U 0.0013 U 0.0011 U 0.063 U 0.0011 U 0.069 J 0.0016 U 0.083 0.0012 U 0.00022 J 0.00097 U

Isopropylbenzene 2.3 PG 0.004 1.8 0.011 0.001 U 0.0013 U 0.0011 U 0.063 U 0.0011 U 0.031 J 0.0016 U 0.043 J 0.0012 U 0.00064 J 0.0006 J

Methylene chloride 0.05 PG 0.012 U 2.4 U 0.0013 J 0.01 U 0.013 U 0.0013 J 0.63 U 0.011 U 0.79 U 0.016 U 0.68 U 0.012 U 0.012 U 0.0097 U

n�Butylbenzene 12 PG 0.0014 4.3 0.033 0.001 U 0.0013 U 0.0011 U 0.017 J 0.0011 U 0.11 0.0016 U 0.26 0.0012 U 0.0004 J 0.002

n�Propylbenzene 3.9 PG 0.0066 5.9 0.032 0.001 U 0.0013 U 0.0011 U 0.0071 J 0.0011 U 0.11 0.0016 U 0.18 0.0012 U 0.00022 J 0.00097 U

Naphthalene 12 PG 0.006 8.2 0.082 0.00015 J 0.0065 U 0.0056 U 0.05 J 0.0055 U 0.25 J 0.0082 U 1 0.00098 J 0.002 J 0.003 J

o�Xylene ~ 0.022 0.59 0.00093 J 0.0021 U 0.0026 U 0.0022 U 0.13 U 0.0022 U 0.16 U 0.0033 U 0.14 U 0.0024 U 0.001 J 0.00091 J

p�Diethylbenzene ~ 0.004 J 11 0.083 0.0042 U 0.0052 U 0.0045 U 0.11 J 0.0044 U 0.61 0.0066 U 1.3 0.0048 U 0.0017 J 0.0026 J

p�Ethyltoluene ~ 0.022 6.4 0.04 0.0042 U 0.0052 U 0.0045 U 0.021 J 0.0044 U 0.19 J 0.0066 U 0.4 0.0048 U 0.00085 J 0.00046 J

p�Isopropyltoluene 10 PG 0.00022 J 1.5 0.012 0.001 U 0.0013 U 0.0011 U 0.0085 J 0.0011 U 0.045 J 0.0016 U 0.093 0.0012 U 0.00069 J 0.00069 J

p/m�Xylene ~ 0.076 2.8 0.01 0.0021 U 0.0026 U 0.0022 U 0.13 U 0.0022 U 0.09 J 0.0033 U 0.14 0.0024 U 0.0024 U 0.0019 U

sec�Butylbenzene 11 PG 0.0011 J 2.5 0.022 0.001 U 0.0013 U 0.0011 U 0.063 U 0.0011 U 0.058 J 0.0016 U 0.11 0.0012 U 0.00067 J 0.0022

tert�Butylbenzene 5.9 PG 0.0059 U 0.12 J 0.0013 J 0.0052 U 0.0065 U 0.0056 U 0.32 U 0.0055 U 0.39 U 0.0082 U 0.34 U 0.006 U 0.0059 U 0.0049 U

Tetrachloroethene 1.3 PG 0.012 0.16 J 0.1 0.0011 0.00057 J 0.0013 0.28 0.0019 1.1 0.0012 J 0.021 J 0.00021 J 0.0012 U 0.0014

Toluene 0.7 PG 0.0091 0.36 U 0.0017 U 0.0016 U 0.002 U 0.0017 U 0.095 U 0.0016 U 0.12 U 0.0025 U 0.1 U 0.0018 U 0.0018 U 0.0014 U

trans�1,2�Dichloroethene 0.19 PG 0.00038 J 0.36 U 0.0017 U 0.0016 U 0.002 U 0.0017 U 0.095 U 0.0016 U 0.12 U 0.0025 U 0.1 U 0.0018 U 0.0018 U 0.0014 U

Trichloroethene 0.47 PG 0.0032 0.24 U 0.0033 0.00022 J 0.0013 U 0.00018 J 0.038 J 0.00036 J 0.14 0.0016 U 0.068 U 0.00048 J 0.0012 U 0.00043 J

Vinyl chloride 0.02 PG 0.016 0.48 U 0.00024 J 0.0021 U 0.0026 U 0.0022 U 0.13 U 0.0022 U 0.16 U 0.0033 U 0.14 U 0.0024 U 0.0024 U 0.0019

Xylenes, Total 1.6 PG 0.098 3.4 0.011 J 0.0021 U 0.0026 U 0.0022 U 0.13 U 0.0022 U 0.09 J 0.0033 U 0.14 0.0024 U 0.001 J 0.00091 J

Semivolatile Organic Compounds (mg/kg)

2�Methylnaphthalene 36.4 PG 0.24 U 0.74 0.04 J 0.078 J 0.25 U 0.23 U 0.22 U 0.15 J 0.042 J 0.24 U 4.5 0.22 U 0.22 U 0.22 U

3�Methylphenol/4�Methylphenol 0.33 PG 0.29 U 0.28 U 0.28 U 0.28 U 0.3 U 0.27 U 0.27 U 0.27 U 0.27 U 0.29 U 0.27 U 0.27 U 0.27 U 0.27 U

Acenaphthene 98 PG 0.16 U 0.069 J 0.021 J 0.23 0.075 J 0.15 U 0.15 U 0.34 0.031 J 0.16 U 0.27 0.15 U 0.15 U 0.09 J

Acenaphthylene 100 RRU 0.16 U 0.15 U 0.16 U 0.15 U 0.16 U 0.15 U 0.15 U 0.053 J 0.15 U 0.16 U 0.15 U 0.15 U 0.15 U 0.15 U

Anthracene 100 RRU 0.12 U 0.12 U 0.069 J 0.54 0.12 0.11 U 0.11 U 0.42 0.053 J 0.12 U 0.081 J 0.11 U 0.11 U 0.054 J

Benzo(a)anthracene 1 SAME 0.12 U 0.12 U 0.17 0.8 0.26 0.11 U 0.1 J 0.93 0.11 0.026 J 0.11 U 0.11 U 0.11 U 0.11

Benzo(a)pyrene 1 RRU 0.16 U 0.15 U 0.14 J 0.55 0.19 0.15 U 0.1 J 0.74 0.091 J 0.16 U 0.15 U 0.15 U 0.15 U 0.11 J

Benzo(b)fluoranthene 1 RRU 0.12 U 0.12 U 0.18 0.7 0.2 0.11 U 0.11 0.96 0.1 J 0.12 U 0.11 U 0.11 U 0.11 U 0.13

Benzo(ghi)perylene 100 RRU 0.16 U 0.15 U 0.094 J 0.26 0.098 J 0.15 U 0.066 J 0.44 0.05 J 0.16 U 0.15 U 0.15 U 0.15 U 0.073 J

Benzo(k)fluoranthene 1.7 PG 0.12 U 0.12 U 0.071 J 0.25 0.097 J 0.11 U 0.047 J 0.25 0.041 J 0.12 U 0.11 U 0.11 U 0.11 U 0.046 J

Biphenyl ~ 0.47 U 0.066 J 0.44 U 0.44 U 0.47 U 0.43 U 0.42 U 0.058 J 0.43 U 0.45 U 0.49 0.43 U 0.43 U 0.12 J

Bis(2�ethylhexyl)phthalate 435 PG 0.2 U 0.19 U 0.19 U 0.19 U 0.2 U 0.19 U 0.18 U 0.18 U 0.19 U 0.2 U 0.15 J 0.19 U 0.19 U 0.18 U

Carbazole ~ 0.2 U 0.19 U 0.19 U 0.29 0.059 J 0.19 U 0.18 U 0.24 0.018 J 0.2 U 0.18 U 0.19 U 0.19 U 0.18 U

Chrysene 1 PG 0.12 U 0.12 U 0.19 0.77 0.23 0.11 U 0.12 1 0.12 0.12 U 0.024 J 0.11 U 0.11 U 0.11

Dibenzo(a,h)anthracene 0.33 RRU 0.12 U 0.12 U 0.024 J 0.089 J 0.025 J 0.11 U 0.11 U 0.1 J 0.11 U 0.12 U 0.11 U 0.11 U 0.11 U 0.11 U

Dibenzofuran 6.2 PG 0.2 U 0.19 U 0.19 U 0.25 0.05 J 0.19 U 0.18 U 0.26 0.028 J 0.2 U 0.18 U 0.19 U 0.19 U 0.18 U

Fluoranthene 100 RRU 0.12 U 0.12 U 0.34 1.6 0.55 0.11 U 0.22 2.5 0.27 0.035 J 0.086 J 0.11 U 0.11 U 0.25

Fluorene 100 RRU 0.2 U 0.13 J 0.032 J 0.22 0.057 J 0.19 U 0.036 J 0.32 0.035 J 0.2 U 0.64 0.19 U 0.19 U 0.24

Indeno(1,2,3�cd)pyrene 0.5 RRU 0.16 U 0.15 U 0.1 J 0.32 0.11 J 0.15 U 0.069 J 0.48 0.056 J 0.16 U 0.15 U 0.15 U 0.15 U 0.074 J

Naphthalene 12 PG 0.2 U 0.28 0.19 U 0.062 J 0.036 J 0.19 U 0.18 U 0.22 0.19 U 0.2 U 0.79 0.19 U 0.19 U 0.18 U

Phenanthrene 100 RRU 0.12 U 0.22 0.3 2 0.58 0.11 U 0.15 3.1 0.3 0.12 U 1.4 0.11 U 0.11 U 0.68

Pyrene 100 RRU 0.12 U 0.043 J 0.33 1.3 0.46 0.11 U 0.22 2.2 0.24 0.036 J 0.19 0.11 U 0.11 U 0.25

Metals (mg/kg)

Aluminum ~ 8400 9000 9500 9600 3700 10000 9700 6600 9500 6200 7400 4800 7800 9300

Arsenic 16 SAME 3.5 1.8 2.5 4.1 0.91 J 1.3 3.2 1.9 4.1 1.7 3 1.5 2.4 3.1

Barium, Total 400 RRU 57 40 46 58 25 33 46 38 62 30 38 29 50 50

Beryllium, Total 47 PG 0.44 J 0.34 J 0.36 J 0.4 J 0.16 J 0.34 J 0.36 J 0.33 J 0.34 J 0.29 J 0.41 J 0.27 J 0.44 J 0.5

Cadmium, Total 4.3 RRU 0.96 U 0.92 U 0.93 U 0.89 U 0.98 U 0.87 U 0.88 U 0.88 U 0.9 U 0.94 U 0.85 U 0.86 U 0.89 U 0.9 U

Calcium, Total ~ 480 570 1600 2600 700 580 16000 430 2300 390 880 390 470 1100

Chromium, Total ~ 17 19 17 17 10 20 17 13 17 12 18 11 18 21

Cobalt, Total ~ 10 7.2 10 7.2 3.9 7.3 6.3 5.5 6.4 5.9 6.2 4.7 7.4 7.6

Copper, Total 270 RRU 18 16 17 31 11 17 27 13 23 14 16 10 15 21

Iron, Total ~ 19000 20000 18000 20000 9800 20000 18000 18000 20000 17000 19000 12000 19000 20000

Lead, Total 400 RRU 8.4 12 32 120 6.8 8.2 42 12 79 6.8 26 3.2 J 4.9 43

Magnesium, Total ~ 2400 2300 2000 2100 1300 2700 3200 1400 2100 1500 1600 1300 2200 2100

Manganese, Total 2000 SAME 560 330 360 340 210 410 320 460 310 380 250 320 660 300

Mercury, Total 0.73 PG 0.09 U 0.05 J 0.11 0.34 0.03 J 0.03 J 0.11 0.06 J 0.2 0.02 J 0.04 J 0.07 U 0.08 U 0.11

Nickel, Total 130 PG 14 11 12 13 8.1 12 12 9 11 12 11 8.6 12 12

Potassium, Total ~ 1600 1600 1100 1100 490 1900 1500 860 1100 620 1100 650 1600 1700

Silver, Total 8.3 PG 0.96 U 0.92 U 0.93 U 0.58 J 0.98 U 0.87 U 0.88 U 0.88 U 0.9 U 0.94 U 0.85 U 0.86 U 0.89 U 0.9 U

Sodium, Total ~ 73 J 76 J 100 J 140 J 100 J 59 J 160 J 56 J 100 J 54 J 84 J 66 J 54 J 74 J

Vanadium, Total ~ 29 29 28 26 15 31 32 26 28 29 30 17 29 31

Zinc, Total 2480 PG 38 35 39 64 19 38 62 26 47 25 36 19 36 46

Notes and Qualifiers:

1. Soil sample analytical results are compared to the New York State Department of Environmental Conservation (NYSDEC) Title 6 of the Official Compilation of New York Codes, Rules, and Regulations (NYCRR) Part 375 Restricted Use � Restricted Residential (RRU) and Protection of Groundwater (PG) Soil Cleanup Objectives (SCOs) .

2. Samples exceeding the lower of the PG/RRU SCOs are shaded.

3. Only detected compounds are shown in the table.

4. mg/kg = milligrams per kilogram

5. bgs = below grade surface

6. ~ = Criterion does not exist for this compound.

7. EPDUP01_110116 is a duplicate of sample EP01_110116.


9. J = The analyte was detected above the Method Detection Limit (MDL), but below the Reporting Limit (RL); therefore, the result is an estimated concentration.

10. U = The analyte was analyzed for, but was not detected at a level greater than or equal to the RL; the value shown in the table is the RL.

11. PG = The lower of the two SCOs for this analyte is the PG SCO

12. RRU = The lower of the two SCOs for this analyte is the RRU SCO

13. SAME = The RRU and PG SCOs for this analyte are the same

14. EP01, EP19, EP25, and EP26 were resampled on December 29, 2016, after excavation of additional material in order to meet SCOs.

Lower of RRU/PG

EP02 EP03 EP04 EP05 EP06 EP07 EP08 EP09EP01 EP10 EP11 EP12 EP13EP01

EP08_110116 EP09_110116 EP13_110316EPDUP01_110116 EP10_110316 EP11_110316 EP12_110316EP02_110116 EP03_110116 EP04_110116 EP05_110116 EP06_110116 EP07_110116EP01_122916

11/1/2016 11/1/2016 11/1/2016 11/1/201611/1/2016 11/3/2016 11/3/2016 11/3/201611/1/2016 11/1/2016 11/1/2016 11/1/2016 11/3/201612/29/2016

L1635327<02 L1635327<03 L1635327<04 L1635327<05 L1635327<06 L1635327<07 L1635327<08 L1635327<09L1635327<10 L1635645<01 L1635645<02 L1635645<03 L1635645<04L1642437<0110 10 10 10 10 10 10 1010 10 10 10 1012

Page 1 of 2

Table 5

Documentation Sample Detections Summary




Sample Location

Sample ID

Sample Date

Lab Sample IDSample Depth (feet bgs)

Volatile Organic Compounds (mg/kg)

1,1�Dichloroethane 0.27 PG 0.0017 U 0.0015 U 0.094 U 0.0016 U 0.098 U 0.00011 J 0.0018 U 0.0019 U 0.1 U 0.002 U 0.0015 U 0.092 U 0.0017 U 0.002 U

1,2,3�Trichlorobenzene ~ 0.0058 U 0.005 U 0.0094 J 0.0053 U 0.32 U 0.0056 U 0.0059 U 0.0064 U 0.35 U 0.0067 U 0.005 U 0.3 U 0.0056 U 0.0068 U

1,2,4,5�Tetramethylbenzene ~ 0.0047 U 0.004 U 0.013 J 0.017 0.068 J 0.00015 J 0.0047 U 0.0051 U 0.8 0.0017 J 0.004 U 0.44 0.0044 U 0.0054 U

1,2,4�Trimethylbenzene 3.6 PG 0.0058 U 0.005 U 0.01 J 0.017 0.037 J 0.0056 U 0.0059 U 0.0064 U 0.35 U 0.0067 U 0.005 U 0.66 0.0056 U 0.0068 U

1,2�Dichloroethane 0.02 PG 0.0012 U 0.001 U 0.063 U 0.001 U 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.07 U 0.0013 U 0.001 U 0.061 U 0.0011 U 0.0014 U

1,2�Dichloroethene, Total ~ 0.0012 U 0.001 U 0.025 J 0.001 U 0.039 J 0.00067 J 0.001 J 0.0019 0.07 U 0.0013 U 0.001 U 0.017 J 0.00051 J 0.00064 J

1,3,5�Trimethylbenzene 8.4 PG 0.0058 U 0.005 U 0.31 U 0.0023 J 0.32 U 0.0056 U 0.0059 U 0.0064 U 0.35 U 0.0067 U 0.005 U 0.26 J 0.0056 U 0.0068 U

1,4�Dichlorobenzene 1.8 PG 0.0058 U 0.005 U 0.31 U 0.0053 U 0.32 U 0.0056 U 0.0059 U 0.0064 U 0.35 U 0.0067 U 0.005 U 0.3 U 0.0056 U 0.0068 U

Acetone 0.05 PG 0.012 U 0.01 U 0.63 U 0.025 0.65 U 0.011 U 0.0012 J 0.013 U 0.7 U 0.013 U 0.0017 J 0.26 J 0.011 U 0.014 U

Benzene 0.06 PG 0.0012 U 0.001 U 0.063 U 0.001 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.07 U 0.0013 U 0.001 U 0.012 J 0.0011 U 0.0014 U

Bromomethane ~ 0.0023 U 0.002 U 0.12 U 0.0021 U 0.13 U 0.0022 U 0.0024 U 0.0026 U 0.14 U 0.0027 U 0.002 U 0.12 U 0.0022 U 0.0027 U

cis�1,2�Dichloroethene 0.25 PG 0.0012 U 0.001 U 0.025 J 0.001 U 0.039 J 0.00067 J 0.001 J 0.0019 0.07 U 0.0013 U 0.001 U 0.017 J 0.00051 J 0.00064 J

Ethylbenzene 1 PG 0.0012 U 0.001 U 0.063 U 0.012 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.06 J 0.0013 U 0.001 U 0.1 0.0011 U 0.0014 U

Isopropylbenzene 2.3 PG 0.0012 U 0.001 U 0.063 U 0.0044 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.1 0.0013 U 0.001 U 0.048 J 0.0011 U 0.0014 U

Methylene chloride 0.05 PG 0.012 U 0.01 U 0.63 U 0.01 U 0.65 U 0.011 U 0.012 U 0.013 U 0.7 U 0.013 U 0.01 U 0.61 U 0.011 U 0.014 U

n�Butylbenzene 12 PG 0.0012 U 0.001 U 0.014 J 0.0072 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.31 0.0013 U 0.001 U 0.15 0.0011 U 0.0014 U

n�Propylbenzene 3.9 PG 0.0012 U 0.001 U 0.063 U 0.012 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.22 0.0013 U 0.001 U 0.13 0.0011 U 0.0014 U

Naphthalene 12 PG 0.00085 J 0.005 U 0.13 J 0.018 0.32 U 0.00076 J 0.0059 U 0.0064 U 0.98 0.0067 U 0.005 U 0.38 0.0056 U 0.0068 U

o�Xylene ~ 0.0023 U 0.002 U 0.12 U 0.0021 U 0.13 U 0.0022 U 0.0024 U 0.0026 U 0.14 U 0.0027 U 0.002 U 0.18 0.0022 U 0.0027 U

p�Diethylbenzene ~ 0.0047 U 0.004 U 0.017 J 0.012 0.057 J 0.0045 U 0.0047 U 0.0051 U 0.28 0.0054 U 0.004 U 0.63 0.0044 U 0.0054 U

p�Ethyltoluene ~ 0.0047 U 0.004 U 0.25 U 0.012 0.26 U 0.0045 U 0.0047 U 0.0051 U 0.085 J 0.0054 U 0.004 U 0.51 0.0044 U 0.0054 U

p�Isopropyltoluene 10 PG 0.0012 U 0.001 U 0.063 U 0.0055 0.065 U 0.0011 U 0.0012 U 0.0013 U 0.14 0.0013 U 0.001 U 0.052 J 0.0011 U 0.0014 U

p/m�Xylene ~ 0.0023 U 0.002 U 0.12 U 0.0069 0.13 U 0.0022 U 0.0024 U 0.0026 U 0.14 U 0.0027 U 0.002 U 0.44 0.0022 U 0.0027 U

sec�Butylbenzene 11 PG 0.0012 U 0.001 U 0.0096 J 0.0056 0.065 U 0.00087 J 0.0012 U 0.0013 U 0.22 0.0013 U 0.001 U 0.11 0.0011 U 0.0014 U

tert�Butylbenzene 5.9 PG 0.0058 U 0.005 U 0.31 U 0.001 J 0.32 U 0.0056 U 0.0059 U 0.0064 U 0.35 U 0.0067 U 0.005 U 0.3 U 0.0056 U 0.0068 U

Tetrachloroethene 1.3 PG 0.00028 J 0.001 U 0.073 0.001 U 0.062 J 0.0011 U 0.00043 J 0.0015 0.04 J 0.00076 J 0.001 U 0.048 J 0.0011 U 0.00075 J

Toluene 0.7 PG 0.0017 U 0.0015 U 0.094 U 0.0016 U 0.098 U 0.0017 U 0.0018 U 0.0019 U 0.1 U 0.002 U 0.0015 U 0.066 J 0.0017 U 0.002 U

trans�1,2�Dichloroethene 0.19 PG 0.0017 U 0.0015 U 0.094 U 0.0016 U 0.098 U 0.0017 U 0.0018 U 0.0019 U 0.1 U 0.002 U 0.0015 U 0.092 U 0.0017 U 0.002 U

Trichloroethene 0.47 PG 0.0012 U 0.001 U 0.018 J 0.001 U 0.019 J 0.0011 U 0.0012 U 0.00061 J 0.012 J 0.0013 U 0.001 U 0.0098 J 0.00035 J 0.00052 J

Vinyl chloride 0.02 PG 0.0023 U 0.002 U 0.12 U 0.0021 U 0.13 U 0.0022 U 0.0024 U 0.0026 U 0.14 U 0.0027 U 0.002 U 0.12 U 0.0022 U 0.0027 U

Xylenes, Total 1.6 PG 0.0023 U 0.002 U 0.12 U 0.0069 0.13 U 0.0022 U 0.0024 U 0.0026 U 0.14 U 0.0027 U 0.002 U 0.62 0.0022 U 0.0027 U

Semivolatile Organic Compounds (mg/kg)

2�Methylnaphthalene 36.4 PG 0.22 U 0.23 U 0.24 1.3 0.22 U 0.22 U 0.24 U 0.22 U 0.13 J 0.22 U 0.22 U 0.064 J 0.23 U 0.033 J

3�Methylphenol/4�Methylphenol 0.33 PG 0.26 U 0.27 U 0.27 U 0.27 U 0.26 U 0.26 U 0.29 U 0.27 U 0.26 U 0.26 U 0.27 U 0.28 U 0.28 U 0.27 U

Acenaphthene 98 PG 0.15 U 0.15 U 0.15 U 0.038 J 0.13 J 0.15 U 0.16 U 0.15 U 0.036 J 0.15 U 0.15 U 0.063 J 0.16 U 0.084 J

Acenaphthylene 100 RRU 0.15 U 0.15 U 0.15 U 0.15 U 0.14 U 0.15 U 0.16 U 0.15 U 0.15 U 0.15 U 0.15 U 0.15 U 0.16 U 0.063 J

Anthracene 100 RRU 0.11 U 0.11 U 0.046 J 0.11 U 0.11 U 0.11 U 0.12 U 0.11 U 0.11 U 0.04 J 0.11 U 0.096 J 0.12 U 0.22

Benzo(a)anthracene 1 SAME 0.11 0.11 U 0.11 0.11 U 0.11 U 0.11 U 0.12 U 0.11 U 0.098 J 0.13 0.11 U 0.23 0.12 U 0.68

Benzo(a)pyrene 1 RRU 0.11 J 0.15 U 0.094 J 0.15 U 0.14 U 0.15 U 0.16 U 0.15 U 0.097 J 0.12 J 0.15 U 0.23 0.16 U 0.71

Benzo(b)fluoranthene 1 RRU 0.13 0.11 U 0.12 0.11 U 0.11 U 0.11 U 0.12 U 0.11 U 0.11 0.15 0.11 U 0.27 0.12 U 0.83

Benzo(ghi)perylene 100 RRU 0.063 J 0.15 U 0.052 J 0.15 U 0.14 U 0.15 U 0.16 U 0.15 U 0.056 J 0.068 J 0.15 U 0.14 J 0.16 U 0.46

Benzo(k)fluoranthene 1.7 PG 0.049 J 0.11 U 0.045 J 0.11 U 0.11 U 0.11 U 0.12 U 0.11 U 0.041 J 0.054 J 0.11 U 0.082 J 0.12 U 0.32

Biphenyl ~ 0.42 U 0.43 U 0.42 U 0.13 J 0.42 U 0.42 U 0.46 U 0.43 U 0.42 U 0.42 U 0.43 U 0.44 U 0.45 U 0.43 U

Bis(2�ethylhexyl)phthalate 435 PG 0.18 U 0.19 U 0.18 U 0.19 U 0.1 J 0.18 U 0.2 U 0.19 U 0.18 U 0.18 U 0.19 U 0.19 U 0.2 U 0.19 U

Carbazole ~ 0.18 U 0.19 U 0.18 U 0.19 U 0.18 U 0.18 U 0.2 U 0.19 U 0.18 U 0.18 U 0.19 U 0.19 U 0.2 U 0.1 J

Chrysene 1 PG 0.11 0.11 U 0.099 J 0.11 U 0.11 U 0.11 U 0.12 U 0.029 J 0.095 J 0.12 0.11 U 0.24 0.12 U 0.64

Dibenzo(a,h)anthracene 0.33 RRU 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.11 U 0.12 U 0.11 U 0.11 U 0.11 U 0.11 U 0.036 J 0.12 U 0.11

Dibenzofuran 6.2 PG 0.18 U 0.19 U 0.18 U 0.19 U 0.17 J 0.18 U 0.2 U 0.19 U 0.03 J 0.18 U 0.19 U 0.052 J 0.2 U 0.064 J

Fluoranthene 100 RRU 0.22 0.11 U 0.21 0.11 U 0.047 J 0.11 U 0.12 U 0.034 J 0.21 0.28 0.11 U 0.47 0.12 U 1.5

Fluorene 100 RRU 0.18 U 0.19 U 0.21 0.092 J 0.39 0.18 U 0.2 U 0.19 U 0.051 J 0.18 U 0.19 U 0.13 J 0.2 U 0.085 J

Indeno(1,2,3�cd)pyrene 0.5 RRU 0.068 J 0.15 U 0.059 J 0.15 U 0.14 U 0.15 U 0.16 U 0.15 U 0.058 J 0.074 J 0.15 U 0.14 J 0.16 U 0.5

Naphthalene 12 PG 0.18 U 0.19 U 0.18 U 0.46 0.18 U 0.18 U 0.2 U 0.19 U 0.035 J 0.18 U 0.19 U 0.19 U 0.2 U 0.067 J

Phenanthrene 100 RRU 0.13 0.11 U 0.56 0.14 0.11 U 0.11 U 0.12 U 0.029 J 0.22 0.18 0.11 U 0.42 0.12 U 1.1

Pyrene 100 RRU 0.2 0.11 U 0.2 0.023 J 0.1 J 0.11 U 0.12 U 0.038 J 0.2 0.26 0.11 U 0.5 0.12 U 1.4

Metals (mg/kg)

Aluminum, Total ~ 12000 8800 6000 7000 5500 7600 8200 7200 7300 6400 4800 5800 3200 6900

Arsenic, Total 16 SAME 3.3 3 2.3 2 2.6 3.4 2.9 4.1 2.8 4 1.1 2.1 3.2 4.6

Barium, Total 400 RRU 48 28 34 32 40 46 32 44 69 64 16 16 9.7 43

Beryllium, Total 47 PG 0.54 0.42 J 0.34 J 0.37 J 0.28 J 0.4 J 0.43 J 0.33 J 0.33 J 0.3 J 0.21 J 0.23 J 0.26 J 0.31 J

Cadmium, Total 4.3 RRU 0.86 U 0.92 U 0.86 U 0.9 U 0.87 U 0.9 U 0.97 U 0.9 U 0.85 U 0.86 U 0.93 U 0.92 U 0.93 U 0.92 U

Calcium, Total ~ 780 780 680 550 940 540 600 2000 2000 4500 370 960 450 1900

Chromium, Total ~ 20 22 14 15 14 16 24 14 18 13 12 11 8.3 14

Cobalt, Total ~ 8.1 5.1 5.4 5.9 5.4 7 7.3 6.1 6.4 5.3 4 4.6 2.8 5

Copper, Total 270 RRU 22 16 14 12 17 14 17 24 22 22 11 8.5 7.4 26

Iron, Total ~ 20000 19000 16000 16000 15000 19000 23000 14000 17000 15000 12000 9800 12000 12000

Lead, Total 400 RRU 8 14 10 3.9 J 53 5.5 16 66 65 95 4.9 7.7 3.2 J 71

Magnesium, Total ~ 2900 1800 1400 1700 1900 2200 1900 1800 2000 2200 1600 1500 1100 1600

Manganese, Total 2000 SAME 350 170 220 620 280 260 280 200 280 300 110 84 90 160

Mercury, Total 0.73 PG 0.07 U 0.12 0.03 J 0.07 U 0.12 0.08 U 0.04 J 0.48 0.23 0.44 0.03 J 0.05 J 0.08 U 0.83

Nickel, Total 130 PG 17 10 9.8 11 10 14 12 11 10 10 8.8 8.4 7.1 10

Potassium, Total ~ 1200 950 1100 1200 780 1400 1000 870 920 600 480 520 270 720

Silver, Total 8.3 PG 0.86 U 0.92 U 0.86 U 0.9 U 0.87 U 0.9 U 0.97 U 0.9 U 0.85 U 0.86 U 0.93 U 0.92 U 0.93 U 0.92 U

Sodium, Total ~ 93 J 76 J 51 J 59 J 92 J 47 J 50 J 120 J 200 160 J 29 J 91 J 120 J 160 J

Vanadium, Total ~ 33 31 21 22 22 26 32 23 27 20 17 15 16 19

Zinc, Total 2480 PG 34 31 33 28 150 33 36 47 43 54 21 22 16 44

Notes and Qualifiers:

1. Soil sample analytical results are compared to the New York State Department of Environmental Conservation (NYSDEC) Title 6 of the Official Compilation of New York Codes, Rules, and Regulations (NYCRR) Part 375 Restricted Use � Restricted Residential (RRU) and Protection of Groundwater (PG) Soil Cleanup Objectives (SCOs) .

2. Samples exceeding the lower of the PG/RRU SCOs are shaded.

3. Only detected compounds are shown in the table.

4. mg/kg = milligrams per kilogram

5. bgs = below grade surface

6. ~ = Criterion does not exist for this compound.



9. J = The analyte was detected above the Method Detection Limit (MDL), but below the Reporting Limit (RL); therefore, the result is an estimated concentration.

10. U = The analyte was analyzed for, but was not detected at a level greater than or equal to the RL; the value shown in the table is the RL.

11. PG = The lower of the two SCOs for this analyte is the PG SCO

12. RRU = The lower of the two SCOs for this analyte is the RRU SCO

13. SAME = The RRU and PG SCOs for this analyte are the same

14. EP01, EP19, EP25, and EP26 were resampled on December 29, 2016, after excavation of additional material in order to meet SCOs.

Lower of RRU/PG

EP14 EP19 EP25 EP26EP15 EP16 EP17 EP18 EP20 EP21 EP22 EP23 EP24 EP26

EP14_110316 EP19_122916 EP25_122916 EP26_122916EP15_110316 EP16_110316 EP17_110316 EP18_110916 EP20_110916 EP21_110916 EP22_110916 EP23_110916 EP24_110916 EPDUP02_110916

11/3/2016 11/3/2016 11/3/2016 11/3/2016 11/9/2016 11/9/2016 11/9/2016 11/9/2016 11/9/2016 11/9/2016 11/9/201612/29/2016 12/29/2016 12/29/2016

L1635645<05 L1635645<06 L1635645<07 L1635645<08 L1636395<01 L1636395<03 L1636395<04 L1636395<05 L1636395<06 L1636395<07 L1636395<10L1642437<02 L1642437<03 L1642437<0410 10 10 10 10 1012 1210 10 10 10 10 12

Page 2 of 2

Table 6

Site-Specific SCOs





1,1,1-Trichloroethane 500 Acenaphthene 500

1,1-Dichloroethane 240 Acenaphthylene 500

1,1-Dichloroethylene 500 Anthracene 500

1,2-Dichlorobenzene 500 Benzo(a)anthracene 110

1,2-Dichloroethane 30 Benzo(a)pyrene 64

cis-1,2-Dichloroethene 500 Benzo(b)fluoranthene 110

trans-1,2-Dichloroethene 500 Benzo(g,h,i)perylene 500

1,3-Dichlorobenzene 280 Benzo(k)fluoranthene 56

1,4-Dichlorobenzene 130 Chrysene 63

1,4-Dioxane 130 Dibenzo(a,h)anthracene 11

Acetone 500 Fluoranthene 500

Benzene 44 Fluorene 500

Butylbenzene 500 Indeno(1,2,3-cd)pyrene 39

Carbon tetrachloride 22 m-Cresol 500

Chlorobenzene 500 Naphthalene 500

Chloroform 350 o-Cresol 500

Ethyl Benzene 390 p-Cresol 500

Hexachlorobenzene 6 Pentachlorophenol 6.7

Methyl tert-butyl ether (MTBE) 500 Phenanthrene 500

Methylene chloride 500 Phenol 500

n-Propylbenzene 500 Pyrene 500

sec-Butylbenzene 500

tert-Butylbenzene 500 2,4,5-TP Acid (Silvex) 500

Tetrachloroethylene 150 4,4'-DDE 62

Toluene 500 4,4'-DDT 47

Trichloroethylene 200 4,4'-DDD 92

1,2,4-Trimethylbenzene 190 Aldrin 0.68

1,3,5-Trimethylbenzene 190 alpha-BHC 3.4

Vinyl Chloride 13 beta-BHC 3

Xylenes, Total 500 Chlordane (alpha) 24

delta-BHC 500

Arsenic 18 Dibenzofuran 350

Barium 400 Dieldrin 1.4

Beryllium 590 Endosulfan I 200

Cadmium 9.3 Endosulfan II 200

Chromium, hexavalent 400 Endosulfan sulfate 200

Chromium, trivalent 1500 Endrin 89

Copper 270 Heptachlor 15

Cyanide 27 Lindane 9.2

Lead 12000 Polychlorinated biphenyls 1

Manganese 10000

Mercury 2.8

Nickel 310

Selenium 1500

Silver 1500

Zinc 10000

Notes:






Shaded SCOs are site-specfic criteria based on the Remedial

Investigation data; all other SCOs listed are generic Commercial Use SCOs.


Metals (mg/kg)

FIGURES

SITE

Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\SMP\Figure 1 - Site Location Map.dwg Date: 7/11/2017 Time: 14:56 User: wkim Style Table: Langan.stb Layout: SLM

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NOTE: BASE MAP IS REFERENCED FROM UNITED STATES GEOLOGIC SURVEY 7.5 MINUTE MAPS, BROOKLYN QUADRANGLE.

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LEGEND:

APPROXIMATE SITE BOUNDARY

APPROXIMATE AREA OF PROPOSED NEW BUILDING

GENERAL NOTES:

1. BASE MAP IS THE TOPOGRAPHIC SURVEY PREPARED BYROGUSKI LAND SURVEYING, P.C., DATED MARCH 17, 2015

2. ELEVATIONS AND LEGAL GRADES SHOWN HEREON REFER TOTHE NORTH AMERICAN VERTICAL DATUM ON 1988 (NAVD88).

http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg











































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1. BASE MAP IS A TOPOGRAPHIC SURVEY PREPARED BY ROGUSKI LANDSURVEYING, P.C., DATED 17 MARCH 2015.

2. NAVD88 = NORTH AMERICAN VERTICAL DATUM OF 1988C

M

S

SM

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1. BASE MAP IS A TOPOGRAPHIC SURVEY PREPARED BY ROGUSKI LANDSURVEYING, P.C., DATED 17 MARCH 2015.

2. NAVD88 = NORTH AMERICAN VERTICAL DATUM OF 1988C

M

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LEGEND:

SITE BOUNDARY

SOIL BORING/MONITORING WELL LOCATION

SOIL BORING/CLUSTER MONITORING WELL LOCATION(SHALLOW/DEEP)

GROUNDWATER CONTOURS WITH ELEVATION

GROUNDWATER FLOW DIRECTION

GROUNDWATER ELEVATIONS IN WELLS

PRESUMED PERCHED SYSTEM

NOTES:

1. BASE MAP IS A TOPOGRAPHIC SURVEY PREPARED BY ROGUSKILAND SURVEYING, P.C., DATED 17 MARCH 2015

2. ELEVATIONS ARE DERIVED FROM A SURVEY BY LANGAN,DATED 20 JUNE 2016, OF THE INSTALLED MONITORING WELLS.ONLY SURVEYED WELLS ARE SHOWN.

3. ALL ELEVATIONS ARE IN REFERENCE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. AN "S" QUALIFIER ON MONITORING WELLS INDICATES ASHALLOW MONITORING WELL. A "D" QUALIFIER INDICATES ADEEP MONITORING WELL. WELLS WITHOUT QUALIFIERS ARESHALLOW.

5. ONLY SHALLOW WELL GROUNDWATER ELEVATIONS ARESHOWN IN THIS MAP.

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LEGEND:

SITE BOUNDARY

SOIL BORING/CLUSTER MONITORING WELL LOCATION(SHALLOW/DEEP)

GROUNDWATER CONTOURS WITH ELEVATION

GROUNDWATER FLOW DIRECTION

GROUNDWATER ELEVATIONS IN WELLS

NOTES:

1. BASE MAP IS A TOPOGRAPHIC SURVEY PREPARED BY ROGUSKILAND SURVEYING, P.C., DATED 17 MARCH 2015

2. ELEVATIONS ARE DERIVED FROM A SURVEY BY LANGAN,DATED 20 JUNE 2016, OF THE INSTALLED MONITORING WELLS.ONLY SURVEYED WELLS ARE SHOWN.

3. ALL ELEVATIONS ARE IN REFERENCE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. AN "S" QUALIFIER ON MONITORING WELLS INDICATES ASHALLOW MONITORING WELL. A "D" QUALIFIER INDICATES ADEEP MONITORING WELL. WELLS WITHOUT QUALIFIERS ARESHALLOW.

5. ONLY DEEP WELL GROUNDWATER ELEVATIONS ARE SHOWN INTHIS MAP.

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VITREOUS CHINATOILETCIMARRONK-3828

ACCESSVAULT

LOT 28 LOT 27

Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\SMP\Figure 5 - Groundwater Treatment Area and Performance Monitoring Well Locations.dwg Date: 12/11/2017 Time: 16:40 User: aschmiedicke Style Table: Langan.stb Layout: ANSID-BL (2)

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LEGEND

PERMANENT INJECTION WELL LOCATION

DIRECT-PUSH INJECTION LOCATION

APPROXIMATE INJECTION WELL RADIUS OF INFLUENCE

APPROXIMATE DIRECT-PUSH INJECTION RADIUS OF INFLUENCE

PERFORMANCE MONITORING WELL LOCATION

PIPING NETWORK (EACH LINE REPRESENTS ONE OR MORE LINEAR PIPE RUNS)

NOTES

1. BASEMAP IS REFERENCED FROM ARCHITECTURAL CELLAR PLAN BY AUFGANG ARCHITECTS, DATED JANUARY 16, 2017.

2. RADIUS OF INFLUENCE CALCULATIONS WERE DETERMINED IN CONSULTATION WITH REMEDIAL CHEMICAL MANUFACTURERSBASED ON SUBSURFACE CONDITIONS AND CONTAMINANT CONCENTRATIONS ENCOUNTERED DURING THE REMEDIALINVESTIGATION CONDUCTED BY LANGAN BETWEEN JUNE AND AUGUST, 2016.

3. ALL WELL AND INJECTION LOCATIONS ARE APPROXIMATE.

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DisclaimerThis electronic communication has been prepared by “Langan Engineering, Environmental, Surveying andLandscape Architecture, D.P.C.”, or “Langan Engineering and Environmental Services, Inc.”, or “Langan International,LLC”, or “Treadwell & Rollo, a Langan Company”, or “Langan Engineering & Environmental Services, Inc., PC.”,collectively “Langan”, and is being provided solely as a convenience to the recipient. Langan makes norepresentation regarding the suitability for the intended use of the recipient. In addition to Langan's ownership andcopyright interests of these electronic files, Langan makes no representation regarding fitness for any particularpurpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the designintent and to use this digital data appropriately.Due to the alterable nature of electronic documents, Langan does not make any expressed or implied warrantyfor the accuracy or completeness of this information. The information, design and ideas contained in this file areproprietary and shall not be copied or used for any purpose that is not authorized, in writing, by Langan.Only current, signed and sealed plans shall be considered valid construction documents. Because ofthe constantly changing nature of construction documents, it is the recipient's responsibility to request the latestdocuments from Langan for their particular task.If any discrepancies are discovered, the recipient must notify Langan immediately in writing.Viewing the contents of this file shall serve as your acknowledgement of acceptance of the above terms andconditions. To view the graphic contents of this file, you must type "Zoom Extent". By opening this file or through theuse of the information contained herein, the recipient agrees to indemnify and hold Langan harmless from any loss,damage, liability or cost, including reasonable attorney's fees that Langan incurs defending such claims, arising fromany use or reuse of this electronic document or information. DisclaimerThis electronic communication has been prepared by “Langan Engineering, Environmental, Surveying andLandscape Architecture, D.P.C.”, or “Langan Engineering and Environmental Services, Inc.”, or “Langan International,LLC”, or “Treadwell & Rollo, a Langan Company”, or “Langan Engineering & Environmental Services, Inc., PC.”,collectively “Langan”, and is being provided solely as a convenience to the recipient. Langan makes norepresentation regarding the suitability for the intended use of the recipient. In addition to Langan's ownership andcopyright interests of these electronic files, Langan makes no representation regarding fitness for any particularpurpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the designintent and to use this digital data appropriately.Due to the alterable nature of electronic documents, Langan does not make any expressed or implied warrantyfor the accuracy or completeness of this information. The information, design and ideas contained in this file areproprietary and shall not be copied or used for any purpose that is not authorized, in writing, by Langan.Only current, signed and sealed plans shall be considered valid construction documents. Because ofthe constantly changing nature of construction documents, it is the recipient's responsibility to request the latestdocuments from Langan for their particular task.If any discrepancies are discovered, the recipient must notify Langan immediately in writing.Viewing the contents of this file shall serve as your acknowledgement of acceptance of the above terms andconditions. To view the graphic contents of this file, you must type "Zoom Extent". By opening this file or through theuse of the information contained herein, the recipient agrees to indemnify and hold Langan harmless from any loss,damage, liability or cost, including reasonable attorney's fees that Langan incurs defending such claims, arising fromany use or reuse of this electronic document or information.

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Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\SMP\Figure 6 - Excavation Extents and Documentation Sample Location Map.dwg Date: 7/21/2017 Time: 09:19 User: aschmiedicke Style Table: Langan.stb Layout: Figure 1 -

Excavation And Endpoints


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LEGEND:

APPROXIMATE SITE BOUNDARY

APPROXIMATE EXTENT OF EXCAVATION

APPROXIMATE AREA OF SLOPED EXCAVATION

DOCUMENTATION SAMPLE LOCATION

NOTES:

1. BASE MAP IS A TOPOGRAPHIC SURVEY PREPARED BY ROGUSKILAND SURVEYING, P.C., DATED 17 MARCH 2015. SAMPLELOCATIONS WERE SURVEYED BY EMPIRE STATE LAYOUT, INC. ON30 NOVEMBER 2016.

2. SAMPLES ARE NUMBERED IN THE ORDER THEY WERE COLLECTED.

3. DOCUMENTATION SAMPLES WERE COLLECTED IN THE LOCATIONSNOTED TO DOCUMENT THE QUALITY OF SOIL LEFT IN PLACE.SAMPLES EP01, EP19, EP25, AND EP26 WERE RE-COLLECTED TOCOMPLY WITH TARGET CLEANUP OBJECTIVES

4. ALL ELEVATIONS ARE IN REFERENCE TO THE NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD88).

5. DUPLICATE SAMPLES WERE COLLECTED FOR QUALITY ASSURANCEPURPOSES AT EP01 (EPDUP01) AND EP26 (EPDUP02).

6. ALL DOCUMENTATION SAMPLES WERE COLLECTED AT ABOUT 10 -12 FEET BELOW GRADE SURFACE.

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LEGEND

APPROXIMATE AREA OF COMPOSITE CAP ON LOTS 27 & 28

APPROXIMATE AREA OF VAPOR BARRIER/WATERPROOFING ON LOTS 1 & 31

SUB-MEMBRANE DEPRESSURIZATION SYSTEM ON LOTS 1 & 31

GROUNDWATER TREATMENT SYSTEM

APPROXIMATE SITE BOUNDARY AND LOT LINES

MANIFOLD

NOTES

1. BASEMAP IS REFERENCED FROM ARCHITECTURAL CELLAR PLAN BY AUFGANG ARCHITECTS, DATED SEPTEMBER 26, 2016.

2. ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).


Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\SMP\Figure 8 - SMD Layout_NEW.dwg Date: 7/21/2017 Time: 09:21 User: aschmiedicke Style Table: Langan.stb Layout: ANSID-BL

·

·

··

·


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APPENDIX A

ENVIRONMENTAL EASEMENTS

APPENDIX B

REMEDIAL INVESTIGATION BORING LOGS

18/4

810

/48

36/4

848

/48

48/4

8

0-6" Loose medium brown SAND, trace mica, fine round gravel,metal, concrete [FILL] (dry)6-18" Crushed concrete [FILL] (dry)

0-10" Soft brown to black sandy SILT, trace mica, fine round gravel,concrete, metal [FILL] (moist)

0-12" Dense mottled brown gray fine SAND, some silt, somemedium sand, trace mica (moist)12-32" Dense mottled brown/gray medium SAND, some silt, tracemica (wet)32-36" Orange-brown coarse SAND, trace mica (wet)

0-16" Soft mottled brown/gray sandy SILT, trace mica, fine roundpebbles (wet)

16-30" Loose brown to dark brown medium SAND, trace silt, tracemica, fine round pebbles, rock fragments (wet)30-35" Loose tan coarse SAND, rock fragments (wet)

35-48" Dense mottled brown/gray medium SAND, trace mica (wet)

0-48" Medium dense brown to mottled brown/gray medium SAND,trace mica, fine rounded pebbles, rock fragments (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

8:30 - Begin drilling

9:10 - Collect grab sampleSB01_0-1



End of boring at 20 feet bgs,install monitoring well MW01to 19 feet bgs with manholecover.

First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company

2" Direct PushCasing Depth (ft)

Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples

Drilling Foreman10 -

6/6/16

Date Started

6/6/16

-

-

20 ft

Field Engineer

Size and Type of Bit

Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A

3Casing Diameter (in)

Geoprobe 7822DT

24 HR.

Drilling Equipment Rock Depth

Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB01

Sample DescriptionDepthScale

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

13.08 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:25:

51

AM

... R

epor

t: Lo

g -

LAN

GA

N

(Drilling Fluid, Depth of Casing,Fluid Loss, Drilling Resistance, etc.)

RemarksPID

Reading(ppm)

Sample Data

26/6

054

/60

60/6

060

/60

0-26" Mottled gray/light brown fine SAND, trace silt, brick [FILL](dry)

0-30" Medium dense mottled gray/light brown clayey fine SAND,trace silt [FILL] (dry)

30-54" Medium dense light brown clayey fine SAND, trace silt [FILL](dry)

0-60" Medium dense light brown clayey fine SAND, trace silt (moist)

0-60" Loose light brown medium SAND, coarse gravel (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S1

S2

S3

S4

5.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

1

0.0

0.0

0.0

8:20 - Hand auger top 2 ft, drillwith 6" bit



9:10 - Field sudan test02_1_6616: Negative


First

Disturbed

5' Plastic Bag

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company

4"/6" SonicCasing Depth (ft)

Tom Seickel

Jordan Lee

Completion Depth

Number of Samples


6/6/16

Date Started

6/6/16

-

-

55 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 8140LC

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB02


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

14.48 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:25:

56

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

24/6

060

/60

48/6

060

/60

60/6

0

0-24" Loose light brown medium SAND, some fine sand, coarsegravel, trace silt (wet)

0-60" Loose light brown medium SAND, some coarse sand, coarsegravel, fine gravel (wet)


32-36" Medium dense light brown CLAY, some medium sand (wet)36-48" Loose light brown medium SAND, coarse gravel (wet)


18-24" Loose light brown coarse SAND, trace medium sand, coarsepebbles (wet)

24-60" Loose yellow/orange coarse SAND, some medium sand,coarse pebbles (wet)

0-48" Loose yellow/orange coarse SAND, fine pebbles (wet)

48-60" Dense light brown fine SAND, some clay, trace silt (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S5

S6

S7

S8

S9

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

10:40 - Switch to 4" bit due torunning sands

Pen

etr.

resi

stB

L/6i

n

Num

ber

20

Typ

e

Rec

ov.

(in)

SB02


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

Log of Boring

Location

45

Project No.

14.48 -

Sheet 2

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:25:

57

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

60/6

060

/60

0-6" Dense light brown fine SAND, some clay, trace silt (wet)6-60" Medium dense gray fine SAND, some silt, trace clay (wet)

0-12" Medium dense gray fine SAND, some silt, trace clay (wet)

12-30" Hard gray CLAY, trace fine sand, trace silt (wet)


36-60" Hard gray CLAY, trace fine sand, trace silt (wet)S

ON

ICS

ON

IC

S10

S11

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


End of boring at 55 feet bgs,install nested monitoring wellwith manhole cover: MW02Dto 53.5 feet bgs and MW02Sto 20 feet bgs.

Pen

etr.

resi

stB

L/6i

n

Num

ber

45

Typ

e

Rec

ov.

(in)

SB02


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

Log of Boring

Location

70

Project No.

14.48 -

Sheet 3

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:25:

58

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

17/4

816

/48

33/4

821

/48

34/4

8

0-17" Loose black-brown medium SAND, some silt, trace mica,concrete, coarse round pebbles, brick, asphalt, slag [FILL] (dry)

0-8" Loose black-brown medium SAND, some silt, trace mica,concrete, fine round pebbles, brick, asphalt, slag [FILL] (dry)8-16" Medium dense brown fine SAND, some silt, trace mica,coarse subangular gravel, concrete, wood [FILL] (moist)

0-12" Loose black-brown medium SAND, some silt, trace mica,concrete, brick, asphalt, slag, fine angular gravel [FILL] (moist)

12-33" Dense brown fine SAND, some silt, trace mica, coarsesubangular pebbles (moist-wet)

0-11" Medium dense brown fine SAND, some silt, trace mica, rockfragments (wet)

11-21" Dense brown fine SAND, some silt, trace mica (wet)

0-34" Loose brown coarse SAND, some silt, trace mica, finesubround pebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.5

0.0

0.0

0.5

0.1

0.7

0.2

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


9:25 - Collect grab sampleSB03_0-1 (redrill)

10:10 - Collect grab sampleSB03_5-10 (redrill) (TS)


9:55 - Collect SB03_10-11




First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/6/16

Date Started

6/6/16

-

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB03


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

15.78 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

04

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

37/4

838

/48

37/4

832

/48

48/4

8

0-8" Dense brown-gray fine SAND, some silt, trace mica, brick,concrete, slag, asphalt, fine angular gravel [FILL] (dry)8-12" Crushed stone [FILL] (dry)12-23" Dense mottled brown/gray find SAND, some silt, trace mica,brick, concrete, slag, asphalt [FILL] (dry)23-31" Loose black medium SAND, slag, asphalt, concrete [FILL](dry)31-37" Dense mottled brown/gray fine SAND, some silt, trace mica,asphalt [FILL] (dry)0-23" Loose brown fine SAND, trace mica, concrete, asphalt, slag[FILL] (dry)

23-38" Dense brown fine SAND, some silt, fine angular pebbles(moist)

0-22" Soft mottled brown/gray sandy SILT, trace mica (moist-wet)

22-37" Dense mottled brown/gray fine SAND, trace silt, trace mica(wet)

0-32" Loose brown medium SAND, trace mica, fine angular pebbles(wet)

0-48" Loose-dense medium SAND, trace silt, trace mica, fine roundpebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.0

5.7

3.4

0.1

0.0

0

.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0





Collect grab sampleSBDUP01_060616


First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/6/16

Date Started

6/6/16

-

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB04


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

13.43 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

08

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

30/4

832

/48

34/4

838

/48

16/4

8

0-25" Loose black-brown coarse SAND, trace mica, wood, concrete,slag, brick [FILL] (dry)

25-30" Dense brown fine SAND, trace clay, trace mica, concrete[FILL] (dry)

0-13" Loose brown medium silty SAND, trace fine sand, trace clay,trace mica, concrete [FILL] (dry)

13-32" Dense brown fine silty SAND, trace clay, trace mica, brick(moist)

0-34" Dense to loose brown medium SAND, some silt, trace coarsesand, trace mica, coarse subangular pebbles (moist-wet)

0-38" Loose brown coarse silty SAND, fine subangular pebbles, rockfragments (wet)

0-16" Loose brown fine SAND, some silt, trace medium sand, tracemica, fine round pebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

32.2

0.4

72.9

14.1

0.5

0.1

0.0

0.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0





8:55 - Collect grab sampleSB05_16-17 (TS)


First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/7/16

Date Started

6/7/16

-

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB05


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

13.8 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

11

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

20/4

830

/48

36/4

844

/48

48/4

8

0-20" Loose dark brown medium SAND, trace mica, brick, concrete,asphalt, slag [FILL] (moist)

0-22" Loose gray to brown medium SAND, some silt, trace mica,brick, concrete, asphalt, slag [FILL] (moist)

22-30" Soft brownish gray sandy SILT, trace mica, fine roundpebbles (moist)

0-7" Loose brown medium SAND, some silt, trace mica, woodmaterial, fine round pebbles (moist)7-26" Loose gray silty fine SAND, trace mica, fine rounded pebbles(wet)

26-36" Dense orangish-brown medium SAND, trace coarse sand,trace mica, rock fragments (wet)

0-44" Dense mottled brown/gray fine SAND, some medium sand,trace silt, trace mica, fine round pebbles (wet)

0-48" Loose brown coarse SAND, trace silt, trace mica, coarseround pebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0






First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples

Drilling Foreman9 -

6/6/16

Date Started

6/6/16

-

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB06


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

13.54 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

15

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

30/6

059

/60

60/6

036

/60

0-18" Loose light brown silty fine SAND, trace coarse gravel,crushed red brick, asphalt, slag [FILL] (dry)

18-30" Loose red silty fine SAND, coarse gravel, crushed brick,ashpalt, slag [FILL] (dry)

0-6" Loose brown silty fine SAND, coarse gravel, crushed brick,wood, asphalt [FILL] (dry)6-30" Loose red silty fine SAND, coarse gravel, crushed brick,ashpalt, slag [FILL] (dry)

30-59" Medium dense light brown silty fine SAND, coarse gravel(dry)

0-6" Medium dense grayish light brown silty find SAND (moist)

6-60" Medium dense light brown silty fine SAND (moist)

0-24" Dense light brown silty fine SAND (wet)

24-36" Loose dark grayish light brown medium SAND, coarse gravel(wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S1

S2

S3

S4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

32.3

10.1

5.6

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

9:30 - Begin drilling; handauger top 2 ft9:40 - Collect grab sampleSB07_1-2

9:40 (6/8/16) - Collect grabsample SB07_7-8

Petroleum-like odor


10:50 - Collect grab sampleMS-SS01_060716

10:55 - Collect grab sampleMSD-SS01_060716

First

Disturbed

5' Plastic Bag

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples


6/8/16

Date Started

6/7/16

-

-

60 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 8140LC

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB07


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

14.6 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

20

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

48/6

060

/60

48/6

060

/60

60/6

0



36-42" Loose yellow orange medium SAND, coarse pebbles (wet)

42-60" Loose yellow orange medium SAND, coarse pebbles, finepebbles (wet)

0-6" Loose yellow orange medium SAND, coarse pebbles, finepebbles (wet)6-24" Loose yellow orange medium SAND, some fine sand, finepebbles (wet)

24-48" Loose yellow orange fine SAND, some medium sand, finepebbles (wet)

0-24" Loose yellow orange medium SAND, some fine sand, coarsegravel (wet)

24-36" Loose yellow orange medium SAND, trace fine sand, coarsegravel, coarse pebbles (wet)

36-60" Loose yellow orange medium SAND, some fine sand, coarsegravel (wet)

0-60" Loose orange to yellow-orange medium SAND, some finesand, coarse gravel (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S5

S6

S7

S8

S9

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


Slight petroleum-like odor: NoPID hits

Pen

etr.

resi

stB

L/6i

n

Num

ber

20

Typ

e

Rec

ov.

(in)

SB07


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

Log of Boring

Location

45

Project No.

14.6 -

Sheet 2

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

21

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

48/6

060

/60

60/6

0

0-8" Loose orange fine SAND, some medium sand, trace silt (wet)8-14" Medium dense yellow orange fine SAND, some medium sand,trace silt (wet)14-26" Medium dense light brown fine SAND, some silt, trace clay(wet)



6-12" Medium dense gray fine SAND, some silt, trace clay, coarsegravel (wet)






40-60" Hard gray brown CLAY, trace silt plastic (wet)

SO

NIC

SO

NIC

SO

NIC

S10

S11

S12

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


End of boring at 60 feet bgs,install nested monitoring wellwith manhole cover: MW07Dto 54 feet bgs and MW07S to20 feet bgs.

Pen

etr.

resi

stB

L/6i

n

Num

ber

45

Typ

e

Rec

ov.

(in)

SB07


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

Log of Boring

Location

70

Project No.

14.6 -

Sheet 3

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

22

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

40/6

060

/60

54/6

054

/60

0-18" Loose light brown silty fine SAND, coarse gravel, brick, slag,asphalt [FILL] (dry)

18-40" Medium dense light brown silty fine SAND, coarse gravel,crushed brick, slag, asphalt [FILL] (dry)

0-18" Medium dense light brown silty fine SAND, coarse gravel, slag(dry)

18-60" Medium dense brown to light brown silty fine SAND, coarsepebbles, slag (dry)

0-54" Medium dense light brown silty fine SAND, coarse pebbles(moist)

0-54" Loose light brown medium SAND, some fine sand, trace silt,coarse gravel (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S1

S2

S3

S4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

9:40 - Begin drilling; handauger top 2 ft9:50 - Collect grab sampleSB08_1-2



First

Disturbed

5' Plastic Bag

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples


6/8/16

Date Started

6/8/16

-

-

45 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 8140LC

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB08


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

15.25 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 2

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

30

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

54/6

048

/60

60/6

054

/60

60/6

0

0-38" Loose brown to orange yellow medium SAND, some finesand, trace silt, coarse gravel (wet)

38-40" Loose yellow orange coarse SAND, some medium sand,trace fine sand, trace silt (wet)

40-54" Loose yellow orange medium SAND, trace fine sand, coarsegravel (wet)0-18" Loose yellow orange medium SAND, some fine sand, tracecoarse gravel (wet)

18-48" Loose light brown medium SAND, coarse gravel, coarsepebbles (wet)


42-45" Loose brown medium SAND, some fine sand (wet)45-48" Loose yellow orange medium SAND, trace fine sand, coarsegravel (wet)48-60" Dense yellow orange silty fine SAND, trace clay (wet)0-24" Dense yellow/orange silty fine SAND, some coarse gravel(wet)

24-54" Loose orange medium SAND, trace fine sand, coarse gravel(wet)

0-6" Medium dense light brown medium SAND, trace fine sand, finepebbles (wet)

6-18"Medium dense gray medium SAND, some fine sand, trace clay(wet)

18-54" Hard gray clay, trace silt (wet)

54-60" Medium dense gray fine SAND, trace clay (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S5

S6

S7

S8

S9

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


End of boring at 45 feet bgs,install nested monitoring wellwith manhole cover: MW08Dto 44 feet bgs and MW08S to20 feet bgs

Pen

etr.

resi

stB

L/6i

n

Num

ber

20

Typ

e

Rec

ov.

(in)

SB08


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

Log of Boring

Location

45

Project No.

15.25 -

Sheet 2

432 Rodney Street

Brooklyn, New York

of 2

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

31

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

28/4

830

/48

40/4

836

/48

48/4

8

0-28" Loose brown to orange-brown fine SAND, some silt, tracemica, glass, concrete, asphalt, slag, coarse angular gravel, brick[FILL] (dry)

0-10" Loose dark brown fine SAND, some silt, trace medium sand,trace mica, concrete, asphalt, slag, brick [FILL] (dry)

10-17" Loose gray silty fine SAND, fine angular gravel, concrete[FILL] (dry)17-30" Dense brown silty fine SAND, trace mica [FILL] (moist)

0-8" Loose dark brown fine SAND, some silt, trace medium sand,trace mica, concrete, slag, brick [FILL] (moist)

8-19" Nonplastic brown sandy SILT, trace mica (moist-wet)

19-40" Dense mottled dark brown/light brown silty SAND, tracemica, fine rounded pebbles (wet)

0-18" Nonplastic mottled brown/gray sandy SILT, trace mica, wood,fine round pebbles (wet)

18-36" Medium dense brown silty fine SAND, trace mica (wet)

0-48" Loose brown silty medium SAND, trace coarse sand, tracemica, fine rounded pebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.2

0.0

0.1

0.0

0.0

0.0

0.2

1.0

0.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.6

13.2

15.1

3.3

4.7

5.0

0.3




12:10 - Collect grab sampleSB09_9.5-10.5



End of boring at 20 feet bgs,install monitoring well MW09at 15 feet bgs with manholecover.

First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples

Drilling Foreman9.5 -

6/7/16

Date Started

6/7/16

-

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB09


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

15.43 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

37

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

26/4

832

/48

33/4

848

/48

48/4

8

0-26" Dense dark brown fine SAND, some silt, trace mica, concrete,slag, asphalt, brick, glass, metal [FILL] (moist)

0-5" Dense dark brown medium SAND, some silt, trace mica,concrete, slag, brick [FILL] (moist)

5-32" Dense mottled light brown/dark brown silty fine SAND, tracemedium sand, trace mica (moist)

0-15" Medium dense mottled brown/orange silty fine SAND, tracemica, brick, concrete, rock fragments (moist)

15-33" Dense gray fine SAND, some silt, trace mica (moist)

0-48" Medium dense gray-brown silty fine SAND, trace mica, rockfragments, fine round pebbles (moist)

0-36" Loose brown silty fine SAND, trace mica, coarse subangularpebbles (wet)

36-48" Loose brown coarse SAND, some silt, trace mica, fine roundpebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.1

0.0

0.0

0.0

0.2

0.3

0.0

0.0

0.1

0.0

0.2

13.1

15.7

79.1

96.7

71.3

8.2

4.2

5.2

20.3

14.7

5.9

2.9

5.1

6.1

4.7

25.0

24.3

10.0

8.3


14:10 - Collect SB10_1-2

Petroleum-like odor





First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/7/16

Date Started

6/7/16

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB10


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

15.1 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

41

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

33/4

831

/48

31/4

831

/48

48/4

8

0-13" Crushed concrete [FILL] (dry)

13-33" Medium dense to dense brown fine SAND, some silt, tracemica, slag, concrete, asphalt [FILL] (dry)

0-18" Loose dark brown fine SAND, some medium sand, some silt,trace mica, brick, concrete, asphalt, slag [FILL] (dry)

18-31" Dense brown silty fine SAND, trace mica (moist)

0-18" Medium dense brown fine SAND, some silt, trace mica,crushed rock (moist)

18-31" Dense gray fine SAND, trace silt, trace mica, coarse roundpebbles (moist)

0-18" Medium dense gray fine SAND, trace silt, trace mica, coarseangular pebbles (moist-wet)

18-31" Loose brown silty fine SAND, some medium sand, tracemica, fine angular pebbles (wet)

0-48" Loose brown coarse SAND, some silt, fine rounded pebbles(wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.0

0.0

0.0

0.1

0.0

0.0

0.0

0.0

0.0

1.4

5.7

75.8

92.9

184.2

28.2

30.1

60.3

14.2

5.0

6.7

8.1

12.2

5.1

14.3

8.7

4.3



7:50 - Collect grab sampleSB11_9.5-10.5

Petroleum-like odor


8:10 - Collect grab sampleSB11_18-19 (TS)End of boring at 20 feet bgs,install monitoring well MW11to 20 feet bgs with manholecover.

First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/9/16

Date Started

6/9/16

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB11


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

14.87 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

44

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

30/4

826

/48

38/4

829

/48

48/4

8

0-7" Crushed concrete [FILL] (dry)7-30" Loose brown medium SAND, some fine sand, trace silt, tracemica, brick, asphalt, slag, coarse subangular gravel [FILL] (dry)

0-26" Loose to medium dense silty fine SAND, trace mica, coarsesubangular gravel, brick, concrete, slag [FILL] (dry)

0-12" Loose dark brown medium SAND, some silt, trace mica, rockfragments, slag, brick, coarse round gravel [FILL] (dry)

12-26" Medium dense orangish-brown silty fine SAND, trace mica,fine subangular pebbles (dry)26-38" Dense gray fine SAND, some silt, trace mica (moist)

0-8" Medium dense mottled brown/gray sandy SILT, trace mica, fineangular pebbles (moist)

8-29" Medium dense brown to black fine SAND, trace silt, tracemica, rock fragments (wet)

0-48" Loose brown coarse SAND, trace silt, trace mica, fine roundpebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.5

97.1

143

25.7

55.3

697

1264

1594

663

780

850

55.0

68.1

255

156

121

60.3

55.2




Petroleum-like odor



Petroleum-like odor




First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/9/16

Date Started

6/9/16

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB12


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

14.75 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

48

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

26/4

825

/48

28/4

834

/48

26/4

8

0-12" Crushed concrete, foam insulation, PVC fragments [FILL](dry)12-26" Loose dark brown fine SAND, trace silt, trace mica, slag,concrete, fine angular gravel [FILL] (dry)

0-22" Loose dark brown to light brown fine SAND, trace silt, tracemica, trace medium sand, brick, concrete, slag [FILL] (dry)

22-25" Medium dense brown silty fine SAND, trace mica (moist)

0-5" Medium dense brown silty fine SAND, trace mica (moist)

5-28" Medium dense to dense brown fine SAND, some silt, tracemica, rock fragments (moist)

0-34" Loose brown medium SAND, some silt, trace mica, coarsesubangular pebbles, fine round pebbles (wet)

0-36" Loose brown medium SAND, some silt, trace mica, coarseround pebbles, fine round pebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.0

0.0

0.0

0.0

1.2

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.3

0.2

0.0

7:35 - Begin drilling; corethrough concrete floor (~12").8:05 - Collect grab sampleSB13_1-2


Collect grab sampleMS-SS03_061016

Collect grab sampleMSD-SS03_061016


End of boring at 20 feet bgs,install monitoring well to 20feet bgs with manhole cover.

First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/10/16

Date Started

6/10/16

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB13


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

14.78 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

52

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

22/4

822

/48

22/4

834

/48

48/4

8

0-9" Crushed concrete, foam insulation [FILL] (dry)

9-22" Loose dark brown fine SAND, trace silt, trace mica, brick,slag, concrete [FILL] (dry)

0-14" Loose dark brown fine SAND, trace silt, trace mica, brick,slag, concrete [FILL] (dry)

14-22" Dense brown sandy SILT, trace mica, rock fragments (dry)

0-22" Loose brown medium SAND, some silt, trace mica, fine roundpebbles, coarse subangular pebbles (moist)

0-34" Loose brown medium SAND, some silt, some fine sand, tracemica, fine round pebbles, coarse round pebbles (moist)

0-48" Loose coarse brown SAND, trace silt, trace mica, fine roundpebbles, coarse subangular pebbles (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

S1

S2

S3

S4

S5

0.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0





End of boring at 20 feet bgs,grout to floor surface.

First

Disturbed

4' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tim Kelly

Anna Schmiedicke

Completion Depth

Number of Samples


6/10/16

Date Started

6/10/16

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB14


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

-

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:26:

56

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

24/6

036

/60

48/6

048

/60

0-6" Concrete

6-24" Loose light brown silty fine SAND, crushed brick, crushedconcrete [FILL] (dry)

0-24" Medium dense mottled light brown/brown to gray silty fineSAND, coarse gravel (dry)

24-36" Medium dense gray silty fine SAND, trace clay (dry)

0-48" Medium dense light brown to brown silty fine SAND, coarsegravel (moist)

0-24" Medium dense mottled gray/light brown to brown silty fineSAND, coarse gravel (wet)

24-40" Medium dark gray fine SAND, some silt (wet)

40-48" Loose light brown fine SAND, trace silt (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S1

S2

S3

S4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

31.1

52.3

28.1

0.0

0.0

0.0

0.0

0.0

202

1632

806

50.0

0.0

0.0

0.0

0.0



Slight petroleum-like odor: noPID hits


Petroleum-like odor andstaining


10:00 - Field sudan test15_1_6916: Positive (pinkbead)

10:10 - Field sudan test15_2_6916: Positive (red onthe sides and red bead)


First

Disturbed

5' Plastic Bag

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples


6/9/16

Date Started

6/9/16

-

50 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 8140LC

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB15


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

14.53 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

00

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

60/6

036

/60

40/6

060

/60

60/6

0

0-20" Loose light brown to brown medium SAND, some fine sand,trace silt (wet)

20-24" Loose light brown coarse SAND, some medium sand, tracefine sand (wet)

24-48" Medium dense light brown fine SAND, trace silt (wet)

48-60" Loose yellow/orange medium SAND, some fine sand, tracesilt (wet)

0-24" Loose yellow/orange medium SAND, some fine sand, trace silt(wet)

24-30" Loose yellow/orange coarse SAND, some medium sand,trace fine sand, fine pebbles (wet)

30-36" Loose yellow/orange medium SAND, some fine sand, tracesilt (wet)

0-24" Loose yellow/orange medium SAND, some fine sand, trace silt(wet)

24-30" Medium dense fine SAND, trace silt (wet)

30-40" Loose yellow/orange medium SAND, some fine sand, coarsepebbles (wet)

0-60" Loose yellow/orange medium SAND, trace fine sand, coarsepebbles, (wet)

0-12" Loose orange medium SAND, trace fine sand, coarse pebbles(wet)

12-60" Medium dense to dense gray fine SAND, some silt, traceclay (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S5

S6

S7

S8

S9

20.4

12.8

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0




Pen

etr.

resi

stB

L/6i

n

Num

ber

20

Typ

e

Rec

ov.

(in)

SB15


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

Log of Boring

Location

45

Project No.

14.53 -

Sheet 2

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

01

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

60/6

0

0-6" Dense mottled light brown/brown silty fine SAND, rockfragments (moist)

6-30" Dense gray fine SAND, some clay, trace silt (wet)

30-60" Hard brown/gray CLAY (wet)

SO

NIC

S10

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

End of boring at 50 feet bgs,install nested monitoring wellwith manhole cover: MW15Dto 48 feet bgs, MW15S to 20feet bgs.

Pen

etr.

resi

stB

L/6i

n

Num

ber

45

Typ

e

Rec

ov.

(in)

SB15


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

Log of Boring

Location

70

Project No.

14.53 -

Sheet 3

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

02

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

54/6

060

/60

24/6

042

/60

0-24" Loose dark brown/black silty fine SAND, fine pebbles, crushedbrick, slag [FILL] (dry)

24-28" Loose light brown silty fine SAND, trace silt, slag (dry)

28-54" Loose dark brown/black silty fine SAND, fine pebbles,crushed brick [FILL] (dry)

0-12" Loose dark brown/black silty fine SAND, coarse pebbles, slag[FILL] (dry)

12-24" Medium dark brown silty fine SAND, slag [FILL] (dry)

24-60" Medium dense mottled light brown/brown silty fine SAND,coarse pebbles (dry)

36-54" Medium dense mottled light brown/brown silty fine SAND(moist)

54-60" Dense mottled light brown/brown cilty fine SAND, rockfragments (moist)

18-24" Medium dense brown find SAND, some silt, some finepebbles (wet)

24-42" Loose light brown silty fine SAND, trace fine pebbles,

42-60" Loose light brown medium SAND, some fine pebbles, tracecoarse cobbles (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S1

S2

S3

S4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

22.8

49.1

44.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0






10:00 - Field sudan test16_1_61016: Positive (redbead)


First

Disturbed

5' Plastic Bag

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples


6/10/16

Date Started

6/10/16

-

50 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 8140LC

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB16


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

15.52 -

Sheet 1

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

10

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

48/6

054

/60

60/6

060

/60

60/6

0

0-14" Loose light brown medium SAND, some fine sand, trace silt(wet)

14-20" Loose yellow/orange coarse SAND, some medium sand,trace fine sand, fine pebbles (wet)20-42" Loose yellow/orange medium SAND, some fine sand, tracecoarse sand (wet)

42-48" Loose yellow/orange fine SAND, some medium sand, tracesilt (wet)

0-60" Loose yellow/orange medium SAND, trace fine sand, finepebbles (wet)

0-48" Loose yellow/orange medium SAND, trace fine sand, finepebbles (wet)

48-60" Medium dense yellow/orange fine SAND, some silt, traceclay (wet)

0-18" Loose light brown medium SAND, fine pebbles, coarsepebbles (wet)

18-30" Loose yellow/orange medium SAND, some fine sand, tracefine pebbles (wet)

30-60" Loose orange medium SAND, some fine sand, trace coarsesand (wet)

0-36" Loose orange medium SAND, some fine sand, fine pebbles(wet)

36-60" Dense gray silty fine SAND, trace clay (wet)

SO

NIC

SO

NIC

SO

NIC

SO

NIC

SO

NIC

S5

S6

S7

S8

S9

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

9:40 - Collect grab sampleMS-SS02_061016

9:50 - Collect grab sampleMSD-SS02_061016


Pen

etr.

resi

stB

L/6i

n

Num

ber

20

Typ

e

Rec

ov.

(in)

SB16


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

Log of Boring

Location

45

Project No.

15.52 -

Sheet 2

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

11

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

60/6

0

0-24" Hard gray CLAY, trace silt (wet)


36-60" Hard light brown CLAY, some fine sand (wet)

SO

NIC

S10

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

11:20 - End of boring at 50feet bgs, install nestedmonitoring well with manholecover: MW16D to 49 feet bgs,MW16S to 20 feet bgs.

Pen

etr.

resi

stB

L/6i

n

Num

ber

45

Typ

e

Rec

ov.

(in)

SB16


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

Log of Boring

Location

70

Project No.

15.52 -

Sheet 3

432 Rodney Street

Brooklyn, New York

of 3

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

12

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

32/6

042

/60

40/6

036

/60

0-12" Loose brown medium SAND, some fine sand, trace silt,concrete, fine round pebbles, brick, asphalt [FILL] (dry)

12-20" Loose fine gravel [FILL] (dry)

20-28" Medium dense light brown fine SAND, trace silt, brick,asphalt, slag [FILL] (dry)

28-32" Medium dense dark gray fine SAND, trace silt, fine gravel,asphalt [FILL] (dry)

0-12" Loose light brown fine SAND, trace silt, fine gravel, asphalt,slag, [FILL] (dry)

12-42" Medium dense mottled light brown/brown fine SAND, tracesilt, coarse pebbles (moist)

0-6" Medium dense mottled light brown/brown fine SAND, trace silt(moist)6-24" Dense gray fine SAND, trace silt, coarse pebbles (wet)

24-40" Dense mottled light brown/gray fine SAND, trace silt, coarsepebbles (wet)

0-12" Dense mottled light brown/brown fine SAND, trace silt (wet)

12-14" Medium dense fine pebbles (wet)14-36" Dense light brown fine SAND, trace silt (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

S1

S2

S3

S4

0.0

0.1

0.3

1.9

0.0

0.0

0.0

0.0

0.6

0.8

5.6

6.2

51.6

57.8

0.0

26.2

58.1

121.9

139.9

141

78.2

25.6

0.0

0.0

0.0

0.0

0.0

0.0


11:20 - Collect sampleSB17_1-2


Petroleum-like odors

11:50 - Collected sampleSB17_13-14

End of boring at 20 feet bgs,install monitoring well MW17to 20 feet bgs with stickup.

First

Disturbed

5' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples

Drilling Foreman11

6/28/16

Date Started

6/28/16

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB17


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

-

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

18

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

42/6

040

/60

30/6

060

/60

0-18" Loose brown medium SAND, some fine sand, trace silt,concrete, coarse round pebbles, brick, asphalt, slag [FILL] (dry)

18-20" Loose coarse subangular gravel [FILL] (dry)

20-40" Medium dense mottled brown/tan fine SAND, trace silt,asphalt, brick, slag [FILL] (dry)

40-42" Loose gray fine SAND, trace silt, fine gravel, asphalt, slag[FILL] (dry)0-4" Loose light brown fine SAND, trace silt, fine gravel, slag [FILL](dry)4-24" Loose light brown fine SAND, trace silt, coarse subangulargravel (dry)

24-40" Dense mottled light brown/brown fine SAND, trace silt(moist)

0-12" Dense light brown fine SAND, trace silt, rock fragments(moist)

12-30" Dense mottled gray/light brown fine SAND, trace silt (wet)

0-60" Dense mottled gray/light brown fine SAND, trace silt (moist)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

S1

S2

S3

S4

0.8

1.1

1.0

1.2

0.0

0.0

0.0

0.0

0.0

0.7

1.6

1.2

0.6

0.0

0.0

0.0

0.0

20.2

46.3

58.8

20.55.10.0

14.1

39.2

28.4

10.5

6.2

0.0

0.0

0.0

0.0

0.0




Petroleum-like odors


End of boring at 20 feet bgs,install monitoring well MW18to 20 feet bgs with stickup.

First

Disturbed

5' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples

Drilling Foreman11

6/28/16

Date Started

6/28/26

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB18


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

-

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

22

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

36/6

050

/60

46/6

034

/60

0-8" Loose brown medium SAND, some fine sand, trace silt,concrete, coarse round pebbles, brick, asphalt, slag [FILL] (dry)

8-10" Loose coarse subangular gravel [FILL] (dry)

10-16" Loose light brown fine SAND, trace silt [FILL] (dry)

16-36" Medium dense light brown fine SAND, trace silt, coarseround pebbles, asphalt, slag [FILL] (dry)

0-4" Loose brown fine SAND, trace silt, fine pebbles (dry)

4-24" Dense light brown fine SAND, trace silt (dry)

24-26" Loose coarse subangular gravel, some fine sand, trace silt(dry)26-50" Dense mottled light brown/brown fine SAND, trace silt(moist)

0-12" Dense light brown fine SAND, trace silt, rock fragments(moist)

12-46" Dense light brown fine SAND, trace silt (wet)

0-6" Medium dense mottled light brown/brown fine SAND, trace silt(wet)6-24" Medium dense light brown fine SAND, some silt (wet)

24-34" Dense light brown medium SAND, some fine sand, trace silt(wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

S1

S2

S3

S4

1.0

2.4

5.1

4.3

3.01.00.8

1.8

2.1

3.2

5.8

5.0

2.6

2.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0





End of boring at 20 feet bgs,backfill to grade surface withbentonite.

First

Disturbed

5' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Tom Seickel

Jordan Lee

Completion Depth

Number of Samples

Drilling Foreman11

6/28/16

Date Started

6/28/16

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB19


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

-

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

26

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

16/4

837

/48

24/4

833

/48

36/4

8

CONCRETE

0-3" medium loose brown fine SAND, trace gray fine gravel, slag,brick, rock fragments [FILL] (moist)3-16" medium dense brown fine SAND, trace gray fine gravel, brick,rock fragments [FILL] (moist)

0-10" Medium dense brown fine SAND, trace brown fine gravel,trace gray silt, slag, brick [FILL] (moist)

10-14" Medium dense grayish brown SILT, brick, ceramic [FILL](moist)14-31" Medium dense reddish brown SILT, trace brown find sand,brick, [FILL] (moist)31-37" Medium dense reddish brown fine SAND, brick, slag [FILL](moist)

0-9" Medium dense reddish brown fine SAND, trace brown silt, slag,brick [FILL] (moist)

9-24" Medium dense grayish brown fine SAND, trace red and grayfine gravel (wet)

0-18" Medium dense grayish brown fine SAND, trace gray andreddish brown medium sand (wet)

18-33" Medium dense brown fine SAND, trace gray, red, and brownfine gravel (wet)

0-36" Medium loose brown, red, and black medium SAND (wet)

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

EM

AC

RO

CO

RE

MA

CR

OC

OR

E

R1

R2

R3

R4

R5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

78.4

98.7

82.384.1

23.233.4

60.0

58.2

24.2

2.4

0.0

0.0

0.0

0.0

0.0

0.0

10:10 - SB20_1-2 collected.

Petroleum-like odor, blackstaining, elevated PID.

GW table approx. 12' bgs.10:00 - SB20_11-12 collected.

Petroleum-like odor, blackstaining, elevated PID.

Well set at 18 ft bgs, 10 ftscreen to 8 ft bgs.

First

Disturbed

5' Macrocore

AARCO

N/AN/A

N/A

N/A

N/A

Core

N/A

Weight (lbs)

Drilling Company


Jose Garcia

Woo Kim

Completion Depth

Number of Samples

Drilling Foreman12

7/29/16

Date Started

7/29/16

-

20 ft

Field Engineer


Completion

Sampler Hammer

Date Finished

Undisturbed

Drop (in)

Sampler

Weight (lbs)

N/ACasing Hammer

N/A


Geoprobe 7822DT

24 HR.


Drop (in)

Water Level (ft.)

-

N/A

Pen

etr.

resi

stB

L/6i

n

Num

ber

0

Typ

e

Rec

ov.

(in)

SB20


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

Log of Boring

Location

20

Project No.

-

Sheet 1

432 Rodney Street

Brooklyn, New York

of 1

MA

TE

RIA

LS

YM

BO

L

Elevation and Datum

\\LA

NG

AN

.CO

M\D

AT

A\N

YC

\DA

TA

8\17

035

780

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TLO

GS

\432

RO

DN

EY

_201

6-0

6-10

.GP

J ...

9/8

/201

6 9

:27:

30

AM

... R

epor

t: Lo

g -

LAN

GA

N


RemarksPID

Reading(ppm)

Sample Data

APPENDIX C

REMEDIAL INVESTIGATION MONITORING WELL

CONSTRUCTION LOGS

WELL CONSTRUCTION SUMMARY

Well No. MW01

PROJECT PROJECT NO.

432 Rodney Street

LOCATION ELEVATION AND DATUM

Brooklyn, NY --

DRILLING AGENCY DATE STARTED DATE FINISHED

AARCO 6/6/2016

DRILLING EQUIPMENT DRILLER

Geoprobe® 7822 DT

SIZE AND TYPE OF BIT INSPECTOR

3" Direct Push

METHOD OF INSTALLATION

METHOD OF WELL DEVELOPMENT

Surge block cycled up and down before purging with submersible whale pump until water appears clear.

TYPE OF CASING DIAMETER TYPE OF BACKFILL MATERIAL

Schedule-40 PVC 2" #2 Filter Sand

TYPE OF SCREEN DIAMETER TYPE OF SEAL MATERIAL

Schedule-40 PVC 2" Hydrated bentonite chips

BOREHOLE DIAMETER TYPE OF FILTER MATERIAL

3" #2 Filter Sand

TOP OF CASING ELEVATION DEPTH (ft) WELL DETAILS DEPTH

SUMMARY SOIL (FT)

-- At grade CLASSIFICATION

TOP OF SEAL ELEVATION DEPTH (ft) See boring log

-- 2

TOP OF FILTER ELEVATION DEPTH (ft)

-- 3

TOP OF SCREEN ELEVATION DEPTH (ft)

-- 5

BOTTOM OF BORING ELEVATION DEPTH (ft) Cover 0.0

-- 19.5

SCREEN LENGTH

14' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0

GROUNDWATER ELEVATIONS

ELEVATION DATE DEPTH TO WATER

-- 6/6/2016 9.83'

ELEVATION DATE DEPTH TO WATER PVC

Screen


Sand

ELEVATION DATE DEPTH TO WATER Pack

ELEVATION DATE DEPTH TO WATER 19.0

19.5


LANGAN Engineering, Environmental, Surveying and Landscape Architecture, D.P.C.

21 Penn Plaza, 360 West 31st Street, 8th Floor, New York

170357801

6/6/2016

Tim Kelly

Anna Schmiedicke

Drill to 19.5' bgs with 3" casing; install 2" diameter well with 14' screen at 19' bgs. Backfill annulus with filter sand to

3' bgs. Create seal of hydrated benonite chips to 2' bgs; backfill remainder of annulus with filter sand. Finish well

with manhole cover and concrete pad.


Well No. MW02S/D

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/7/2016


Geoprobe® 8140 LC


6" Sonic





2" #2 Filter Sand


2" Hydrated bentonite chips


6" #2 Filter Sand


SUMMARY SOIL (FT)



-- 0


-- 3


-- 5/41.5


-- 55

SCREEN LENGTH

Shallow: 15'

Deep: 10'

SLOT SIZE Seal Seal 3.0

0.01" 5.0



-- 6/7/2016 10.3/10.25

ELEVATION DATE DEPTH TO WATER PVC 20.0

Screen 22.0


Seal 39.5


Sand


51.5

ELEVATION DATE DEPTH TO WATER Seal 52.5

Sump 53.5

Grout 55.0



Shallow: Schedule-40 PVC

Deep: Schedule-80 PVC

170357801

6/6/2016

Tom Seickel

Jordan Lee

Drill to 55' bgs with 6" casing; install deep well with 2' sump from 53.5' to 51.5' bgs followed by 10' riser. Create seal of

bentonite from 51.5' to 50.5' bgs. Backfill annulus with filter sand to 39.5' bgs. Create second seal of hydrated benonite

chips to 22' bgs. Backfill annulus with filter sand to 20' bgs; install shallow well with 15' riser to 5' bgs. Backfill annulus

with filter sand to 3' bgs. Fill remainder of annulus with bentonite seal to surface. Finish well with manhole cover and

concrete pad.




Well No. MW03

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/7/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 15.5

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/7/2016 11.5'


Screen


Sand



15.5




170357801

6/7/2016

Tim Kelly

Anna Schmiedicke





Well No. MW04

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/6/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 15.5

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/6/2016 9'


Screen


Sand



15.5




170357801

6/6/2016

Tim Kelly

Anna Schmiedicke





Well No. MW05

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/7/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 15.5

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/7/2016 9'


Screen


Sand



15.5




170357801

6/7/2016

Tim Kelly

Anna Schmiedicke





Well No. MW06

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/6/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 15.5

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/6/2016 9.2'


Screen


Sand



15.5




170357801

6/6/2016

Tim Kelly

Anna Schmiedicke





Well No. MW07S/D

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/8/2016


Geoprobe® 8140 LC


6" Sonic





2" #2 Filter Sand




6" #2 Filter Sand


SUMMARY SOIL (FT)



-- 0


-- 3


-- 5/47


-- 60

SCREEN LENGTH

Shallow: 15'

Deep: 5'


0.01" 5.0



-- 6/8/2016 9.75/10.81


Screen 22.0


Seal 45.0


Sand


Seal 52.0


Sump 54.0

Grout 60.0





170357801

6/7/2016

Tom Seickel

Jordan Lee

Drill to 60' bgs with 6" casing; install deep well with 2' sump from 54' to 52' bgs followed by 5' riser. Create seal of

bentonite from 52' to 51' bgs. Backfill annulus with filter sand to 45' bgs. Create second seal of hydrated benonite chips to

22' bgs. Backfill annulus with filter sand to 20' bgs; install shallow well with 15' riser to 5' bgs. Backfill annulus with filter

sand to 3' bgs. Fill remainder of annulus with bentonite seal to surface. Finish well with manhole cover and concrete pad.




Well No. MW08S/D

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/9/2016


Geoprobe® 8140 LC


6" Sonic





2" #2 Filter Sand




6" #2 Filter Sand


SUMMARY SOIL (FT)



-- 0


-- 3


-- 5/37


-- 45

SCREEN LENGTH

Shallow: 15'

Deep: 5'


0.01" 5.0



-- 6/9/2016 10.95/11.23


Screen 22.0


Seal 35.0


Sand


Seal 42.0


Sump 44.0

Grout 45.0





170357801

6/8/2016

Tom Seickel

Jordan Lee








Well No. MW09

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/7/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 15.5

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/7/2016 12'


Screen


Sand



15.5




170357801

6/7/2016

Tim Kelly

Anna Schmiedicke





Well No. MW10

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/7/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 15.5

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/7/2016 11'


Screen


Sand



15.5




170357801

6/7/2016

Tim Kelly

Anna Schmiedicke





Well No. MW11

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/9/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 20.5

SCREEN LENGTH

15' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/9/2016 11'


Screen


Sand



20.5




170357801

6/9/2016

Tim Kelly

Anna Schmiedicke





Well No. MW12

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/9/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 20.5

SCREEN LENGTH

15' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/9/2016 10.5'


Screen


Sand



20.5




170357801

6/9/2016

Tim Kelly

Anna Schmiedicke





Well No. MW13

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/10/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5


-- 20.5

SCREEN LENGTH

15' 2.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/10/2016 10.33'


Screen


Sand



20.5




170357801

6/10/2016

Tim Kelly

Anna Schmiedicke





Well No. MW15S/D

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/10/2016


Geoprobe® 8140 LC


6" Sonic





2" #2 Filter Sand




6" #2 Filter Sand


SUMMARY SOIL (FT)



-- 0


-- 3


-- 5/41


-- 50

SCREEN LENGTH

Shallow: 15'

Deep: 5'


0.01" 5.0



-- 6/10/2016 10.21/10.26


Screen 22.0


Seal 39.0


Sand


Seal 46.0


Sump 48.0

Grout 50.0





170357801

6/9/2016

Tom Seickel

Jordan Lee








Well No. MW16S/D

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/10/2016


Geoprobe® 8140 LC


6" Sonic





2" #2 Filter Sand




6" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 3


-- 5/42


-- 50

SCREEN LENGTH

Shallow: 15'

Deep: 5'


0.01" 5.0



-- 6/10/2016 11.3/11.25


Screen 22.0


Seal 40.0


Sand


Seal 47.0


Sump 49.0

Grout 50.0





170357801

6/10/2016

Tom Seickel

Jordan Lee








Well No. MW17

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/28/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)

-- -2.1 CLASSIFICATION


-- 0


-- 3

TOP OF SCREEN ELEVATION DEPTH (ft) +2.1-foot stickup

-- 5

BOTTOM OF BORING ELEVATION DEPTH (ft) Cover

-- 20

SCREEN LENGTH

15' 0.0

SLOT SIZE Seal 3.0

0.01" 5.0



-- 6/28/2016 12.16'


Screen


Sand






170357801

6/28/2016

Tom Seickel

Jordan Lee

Drill to 20' bgs with 3" casing; install 2" diameter well with 15' screen at 20' bgs. Backfill annulus with filter sand to

3' bgs. Create seal of hydrated benonite chips to 0' bgs.


Well No. MW18

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 6/28/2016


Geoprobe® 7822 DT


3" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)

-- -1.7 CLASSIFICATION


-- 0


-- 4

TOP OF SCREEN ELEVATION DEPTH (ft) +1.7-foot stickup

-- 5

BOTTOM OF BORING ELEVATION DEPTH (ft) Cover

-- 20

SCREEN LENGTH

15' 0.0

SLOT SIZE Seal 4.0

0.01" 5.0



-- 6/28/2016 14.18'


Screen


Sand






170357801

6/28/2016

Tom Seickel

Jordan Lee


4' bgs. Create seal of hydrated benonite chips to 0' bgs.


Well No. MW20

PROJECT PROJECT NO.

432 Rodney Street


Brooklyn, NY --


AARCO 7/29/2016


Geoprobe® 7822 DT


2" Direct Push









3" #2 Filter Sand


SUMMARY SOIL (FT)



-- 2


-- 6


-- 8


-- 18

SCREEN LENGTH

10' 2.0

SLOT SIZE Seal 6.0

0.01" 8.0



-- 7/29/2016 12'


Screen


Sand



18.5




170357801

7/29/2016

Jose Garcia

Woo Kim


6' bgs. Create seal of hydrated benonite chips to 2' bgs, followed by sand to 0' bgs. Finish well with manhole cover;

sidewalk concrete restored.

APPENDIX D

GROUNDWATER TREATMENT SYSTEM DESIGN


ACCESSVAULT

Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\RAWP\Injection System Layout - 6.dwg Date: 3/1/2017 Time: 17:19 User: aschmiedicke Style Table: Langan.stb Layout: ANSID-BL (2)


T: 212.479.5400 F: 212.479.5444 www.langan.com

LEGEND

PROPOSED PERMANENT INJECTION WELL LOCATION

PROPOSED DIRECT-PUSH INJECTION LOCATION

APPROXIMATE INJECTION WELL RADIUS OF INFLUENCE

APPROXIMATE DIRECT-PUSH INJECTION RADIUS OF INFLUENCE

PROPOSED PERFORMANCE MONITORING WELL LOCATION

PROPOSED PIPING NETWORK (EACH LINE REPRESENTS ONE OR MORE LINEAR PIPE RUNS)

NOTES

1. BASEMAP IS REFERENCED FROM ARCHITECTURAL CELLAR PLAN BY AUFGANG ARCHITECTS, DATED JANUARY 16, 2017.

2. RADIUS OF INFLUENCE CALCULATIONS WERE DETERMINED IN CONSULTATION WITH REMEDIAL CHEMICAL MANUFACTURERSBASED ON SUBSURFACE CONDITIONS AND CONTAMINANT CONCENTRATIONS ENCOUNTERED DURING THE REMEDIALINVESTIGATION CONDUCTED BY LANGAN BETWEEN JUNE AND AUGUST, 2016.

3. ALL WELL AND INJECTION LOCATIONS ARE APPROXIMATE.

4. THE ACCESS VAULT IS TO BE INSTALLED AT THE SPECIFIED LOCATION IN THE FLOOR OF THE PROPOSED PARKING GARAGE.

© 2

01

7 L

an

ga

n

IW-1 IW-2 IW-3 IW-4

MW-1

IW-8

IW-12

IW-18

MW-4

IW-15

IW-11

MW-2

IW-10

IW-14

IW-17

IW-20MW-5IW-19

IW-16

IW-13

IW-9

MW-3

IW-6IW-5

IW-7

Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\RAWP\Injection System Details - 5.dwg Date: 3/1/2017 Time: 17:13 User: aschmiedicke Style Table: Langan.stb Layout: LATERAL LAYOUT (2)


T: 212.479.5400 F: 212.479.5444 www.langan.com

GENERAL NOTES:

SEE FIGURE 3.

LEGEND:

LATERAL PIPING AT LOWER ELEVATION (ABOUT 3.36')

LATERAL PIPING AT HIGHER ELEVATION (ABOUT 3.86')

INJECTION WELL

MONITORING WELL

© 2

01

7 L

an

ga

n

CLOSE UP OF INJECTION AND MONITORING WELLHEADS

Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\RAWP\Injection System Details - 5.dwg Date: 3/1/2017 Time: 17:12 User: aschmiedicke Style Table: Langan.stb Layout: DETAILS 1


T: 212.479.5400 F: 212.479.5444 www.langan.com

GENERAL NOTES:

1. ELEVATIONS SUBJECT TO CHANGE BASED ON POST-EXCAVATION CONDITIONS ANDDIRECTION FROM THE REMEDIATION ENGINEER.

2. REFER TO SECTION 33 20 00 - WELLS FOR MONITORING AND INJECTION WELLINSTALLATION SPECIFICATIONS.

3. REFER TO FOUNDATION AND ARCHITECTURAL DRAWINGS FOR WATERPROOFING EXTENTS.FOR SPECIFICATIONS, SEE THE FOLLOWING DETAILS:

SECTION 07 14 16 - COLD FLUID APPLIED WATERPROOFINGSECTION 07 27 13 - SELF ADHERED SHEET AIR BARRIERSECTION 07 27 26 - FLUID APPLIED MEMBRANE AIR BARRIERS

4. REFER TO DRAWINGS SMD-1 THROUGH SMD-4 FOR SYSTEM EXTENTS AND DETAILS. FORVAPOR BARRIER SPECIFICATIONS, SEE THE FOLLOWING DETAIL:

SECTION 07 26 16 - BELOW-GRADE VAPOR BARRIER

5. ALL PIPE ELBOW CONNECTIONS MUST BE LONG SWEEP (SEE DETAILS 8 AND 9).

6. ALL PIPES ARE SCHEDULE 80 PVC.

7. ALL FILTER SAND PACKS ARE WASHED NO. 2 SILICA SAND.

8. PIPE BEDDING (BACKFILL BELOW THE PIPE) AND SHADING (BACKFILL ABOVE THE PIPE)SHALL BE A MINIMUM OF 4 INCHES THICK.

9. VERTICAL AND HORIZONTAL PIPE SPACING SHALL BE A MINIMUM OF 6 INCHES BETWEENPIPE CENTER LINES (SEE DETAIL 7).

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Dimensions (inches)

Size A

B

(min)

C

(min)

2" 2.375 9.500 2.000

Filename: \\langan.com\data\NYC\data8\170357801\Cadd Data - 170357801\SheetFiles\RAWP\Injection System Details - 5.dwg Date: 3/1/2017 Time: 17:12 User: aschmiedicke Style Table: Langan.stb Layout: DETAILS 2


T: 212.479.5400 F: 212.479.5444 www.langan.com

GENERAL NOTES:

SEE FIGURE 3.

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APPENDIX E

EXCAVATION WORK PLAN

EXCAVATION WORK PLAN

E-1 NOTIFICATION

At least 15 days prior to the start of any activity that is anticipated to encounter

remaining contamination, the site owner or their representative will notify the New York

State Department of Environmental Conservation (NYSDEC). Currently, this notification

will be made to:

Kerry Maloney

NYSDEC Project Manager

(518) 402-9622

[email protected]

This notification will include:

A detailed description of the proposed work. The description should include the

location and aerial extent of the proposed work, plans for site re-grading,

intrusive elements or utilities to be installed below the cover system, estimated

volumes of contaminated soil to be excavated, and any work that may impact an

engineering control;

A summary of environmental conditions anticipated in the work areas, including

the nature and anticipated concentration of contaminants of concern, potential

presence of grossly contaminated media, and plans for any pre-construction

sampling;

A schedule for the work, detailing the start and completion of all intrusive work;

A summary of the applicable components of this Excavation Work Plan (EWP);

A statement that the work will be performed in compliance with this EWP and

29 CFR 1910.120;

The contractor’s Health and Safety Plan (HASP) and Community Air Monitoring

Plan (CAMP) will be updated and re-submitted, in electronic format, if it differs

from the HASP provided in Appendix F of the SMP;

Identification of disposal facilities for potential waste streams; and

Identification of sources of any anticipated backfill, along with all required

chemical testing results.

E-2 SOIL SCREENING METHODS

Visual, olfactory and instrument-based soil screening will be performed by a field

engineer, scientist or geologist under the direct supervision of a New York State

Professional Engineer (PE) or Qualified Environmental Professional (QEP) during all

mailto:[email protected]

Site Management Plan – Appendix E Page 2

432 Rodney Street

BCP Site No. C224216


remedial and development excavations into known or potentially contaminated material

(remaining contamination). Soil screening will be performed regardless of when the

invasive work is done and will include all excavation and invasive work performed during

development, such as excavations for foundations and utility work, after issuance of the

Certificate of Completion.

Soils will be segregated based on previous environmental data and screening results

into the following categories: material that requires off-site disposal, material that

requires testing, material that can be returned to the subsurface, and material that can

be used as cover soil.

E-3 STOCKPILE METHODS

Separate stockpile areas will be constructed, pending loading or characterization testing,

to avoid co-mingling materials of differing types. The excavated soil will be

appropriately lined and securely covered. Stockpiles will be routinely inspected and

broken sheeting covers will be promptly replaced.

Stockpiles will be covered immediately upon reaching a capacity of approximately 1,000

cubic yards until ready for loading. Stockpiles that have not reached their capacity will

be covered at the end of each workday. Active stockpiles will be covered at the end of

each workday. Individual stockpiles will not exceed 1,000 cubic yards.

Each stockpile area will be encircled with silt fences and hay bales as needed to contain

and filter particulates from any rainwater that has drained off the soils, and to mitigate

the potential for surface water run-off. Hay bales will also be used as needed near

catch basins and other discharge points. Stockpile areas will be inspected daily and

after every storm event, and noted deficiencies will be promptly addressed.

E-4 MATERIALS EXCAVATION AND LOAD OUT

A field engineer, scientist, or geologist under the direct supervision of a NYS PE or QEP

will oversee all invasive work and the excavation and load-out of all excavated material.

The owner of the property and its contractors are solely responsible for safe execution

of all invasive and other work performed under this EWP.

The presence of utilities and easements on the site will be investigated by the field

engineer, scientist, or geologist. It will be determined whether a risk or impediment to

the planned work under this SMP is posed by utilities or easements.


432 Rodney Street



Loaded vehicles leaving the site will be appropriately lined, securely covered,

manifested, and placarded in accordance with appropriate Federal, State, local, and

NYSDOT requirements (and all other applicable transportation requirements). A truck

wash will be operated on-site. The field engineer, scientist, or geologist will be

responsible for documenting that all outbound truck tires and exterior carriage will be

free from dirt and debris. Trucks will be cleaned or washed as required before leaving

the site until the activities performed under this section are complete. Locations where

vehicles enter or exit the site shall be inspected daily for evidence of off-site soil

tracking.

The field engineer, scientist, or geologist will be responsible for documenting that all

egress points for truck and equipment transport from the site are clean of dirt and other

materials derived from the site during intrusive excavation activities. Cleaning of the

adjacent streets will be performed as needed to maintain a clean condition with respect

to site-derived materials.

E-5 MATERIALS TRANSPORT OFF-SITE

All transport of materials will be performed by licensed haulers in accordance with

appropriate local, State, and Federal regulations, including 6 NYCRR Part 364. Haulers

will be appropriately licensed and trucks properly placarded.

Material transported by trucks exiting the site will be appropriately lined and secured

with tight-fitting covers. Loose-fitting canvas-type truck covers will be prohibited. If

loads contain wet material capable of producing free liquid, truck liners will be used.

All trucks will be washed prior to leaving the site. Truck wash waters will be collected

and disposed of off-site in accordance with appropriate local, State, and Federal

regulations.

Truck traffic would be routed on the most direct course using major thoroughfares

where possible and flaggers would be used to protect pedestrians at site entrances and

exits. Truck routes will take into account:

(a) limiting transport through residential areas and past sensitive sites;

(b) use of city-mapped truck routes;

(c) prohibiting off-site queuing of trucks entering the facility, to the extent possible;

(d) limiting total distance to major highways;

(e) promoting safety in access to highways;

(f) overall safety in transport; and


432 Rodney Street



(g) community input [where necessary]

Trucks will be prohibited from stopping and idling in the neighborhood outside the site.

Egress points for truck and equipment transport from the site will be kept clean of dirt

and other materials. Queuing of trucks will be performed on-site in order to minimize

off-site disturbance. Off-site queuing will be prohibited to the extent possible.

E-6 MATERIALS DISPOSAL OFF-SITE

All soil/fill/solid waste excavated and removed from the site will be treated as

contaminated and regulated material and will be transported and disposed of in

accordance with all local, State (including 6NYCRR Part 360), and Federal regulations. If

disposal of soil/fill from this site is proposed for unregulated off-site disposal (i.e. clean

soil removed for development purposes), a formal request with an associated plan will

be made to the NYSDEC for approval.

Off-site disposal locations for excavated soils will be identified in the pre-excavation

notification. This will include estimated quantities and a breakdown by class of disposal

facility if appropriate, i.e. hazardous waste disposal facility, solid waste landfill,

petroleum treatment facility, concrete recycling facility, etc. Actual disposal quantities

and associated documentation will be reported to the NYSDEC in the Periodic Review

Report (PRR). This documentation will include: waste profiles, test results, facility

acceptance letters, manifests, bills of lading and facility receipts.

Non-hazardous historic fill and contaminated soils taken off-site will be handled, at

minimum, as a Municipal Solid Waste per 6NYCRR Part 360-1.2. Material that does not

meet 6 NYCRR 375-6.8(a) Unrestricted Use Soil Cleanup Objectives (SCOs) is prohibited

from being taken to a New York State recycling facility (6NYCRR Part 360-16

Registration Facility).

E-7 MATERIALS REUSE ON-SITE

Materials reuse on-site will not be permitted without NYSDEC approval. Pending

NYSDEC approval, reused soil must be non-hazardous and meet the lower of

Unrestricted or 6 NYCRR 375-6.8(b) Protection of Groundwater SCOs in accordance

with the predetermined beneficial use determination listed in 6 NYCRR § 360-1.15(b).

The Protection of Groundwater SCOs apply only to compounds or analytes detected in

groundwater at concentrations that exceeded the Class GA AWQS. If any of the waste

materials specified are used by the Owner for an end use specified in Section 360-

1.15(b), it will not be considered a solid waste. Material will not be reused within a

cover soil layer, within landscaping berms, or as backfill for subsurface utility lines.


432 Rodney Street



Reuse of soil will be coordinated in advance with the NYSDEC case manager. Material

deemed unfit for reuse will be transported for off-site disposal.

E-8 FLUIDS MANAGEMENT

All liquids to be removed from the site, including excavation dewatering and

groundwater monitoring well purge and development waters, will be handled,

transported, and disposed of in accordance with applicable local, State, and Federal

regulations. Dewatering, purge, and development fluids will not be recharged back to

the land surface or subsurface, but will be managed off-site, unless prior approval is

obtained from the NYSDEC.

E-9 COVER SYSTEM RESTORATION

After the completion of any invasive activities, the cover system, including the vapor

barrier membrane underlying the concrete slab, will be restored in a manner that

complies with the RAWP and Decision Document. If the type of cover system changes

from that which exists prior to the excavation (e.g., a soil cover is replaced by asphalt),

this will constitute a modification of the cover element of the remedy and the upper

surface of the remaining contamination. A figure showing the modified surface will be

included in the subsequent PRR and in any updates to the SMP.

E-10 BACKFILL FROM OFF-SITE SOURCES

All materials proposed for import onto the site will be approved by the PE or QEP and

will be in compliance with provisions in this SMP prior to receipt at the site. A Request

to Import/Reuse Fill or Soil form, which can be found at

http://www.dec.ny.gov/regulations/67386.html, will be prepared and submitted to the

NYSDEC project manager, allowing a minimum of 5 business days for review. For soil

sources, an environmental professional under the oversight of a QEP will collect

representative samples at a frequency consistent with CP-51 / Soil Cleanup Guidance

(Table 4). The samples would be analyzed for Part 375 VOCs (EPA Method 8260),

SVOCs (EPA Method 8270), pesticides/PCBs (EPA Method 8082/8081) and metals by

an NYSDOH ELAP-certified laboratory.

Material from industrial sites, spill sites, or other environmental remediation sites or

potentially contaminated sites will not be imported to the site.

All imported soils will meet the backfill and cover soil quality standards established in

6NYCRR 375-6.7(d). Based on an evaluation of the land use, protection of groundwater

and protection of ecological resources criteria, all imported soils will meet the soil

http://www.dec.ny.gov/regulations/67386.html


432 Rodney Street



quality standards listed in Table 1 of the SMP. Soils that meet ‘exempt’ fill

requirements under 6 NYCRR Part 360, but do not meet backfill or cover soil objectives

for this site, will not be imported onto the site without prior approval by NYSDEC. Solid

waste will not be imported onto the site.

Trucks entering the site with imported soils will be securely covered with tight fitting

covers. Imported soils will be stockpiled separately from excavated materials and

covered to prevent dust releases.

E-11 CONTINGENCY PLAN

If underground tanks or other previously unidentified contaminant sources are found

during post-remedial subsurface excavations or development-related construction,

excavation activities will be suspended until sufficient equipment is mobilized to

address the condition.

Sampling will be performed on product and surrounding soils, as necessary, to

determine the nature of the material and proper disposal method. Chemical analysis

will be performed for full a full list of analytes (TAL metals; Part 375 VOCs and SVOCs,

pesticides, and PCBs), unless the site history and previous sampling results provide a

sufficient justification to limit the list of analytes. In this case, a reduced list of analytes

will be proposed to the NYSDEC for approval prior to sampling.

Identification of unknown or unexpected contaminated media identified by screening

during invasive site work will be promptly communicated by phone to NYSDEC’s Project

Manager. Reportable quantities of petroleum product will also be reported to the

NYSDEC spills hotline. These findings will be also included in the periodic reports

prepared pursuant to Section 6.3 of the SMP.

E-12 DUST, ODOR, AND VAPOR CONTROL/MONITORING PLAN

This dust, odor, and organic vapor control and monitoring plan was developed in

accordance with the NYSDOH Generic CAMP and OSHA standards for construction (29

CFR 1926). Continuous monitoring on the perimeter of the work zones for odor, VOCs,

and dust will be required for all ground intrusive activities such as site remediation

operations and handling activities. Two stationary air-monitoring stations will be set up

at site perimeters (one upwind and one downwind) during intrusive site work for

continuous monitoring. Each station will include a PID and a DustTrak aerosol monitor

or equivalent. A PID will be used to monitor the work zone and for periodic monitoring

for VOCs during activities such as soil sampling. Action levels for the protection of the


432 Rodney Street



community and visitors are set forth in the CAMP, which is included in the HASP

(Appendix F of the SMP).

Work practices to minimize odors and vapors will be used during all intrusive activities.

Offending odor and organic vapor controls may include the application of foam

suppressants or tarps over the odor or VOC source areas. Foam suppressants may

include biodegradable foams applied over the source material for short-term control of

the odor and VOCs.

If odors develop and cannot be otherwise controlled, additional means to eliminate odor

nuisances will include the use of chemical odorants in spray or misting systems and the

use of staff to monitor odors in surrounding neighborhoods.

Where odor nuisances have developed during remedial work and cannot be corrected,

or where the release of nuisance odors cannot otherwise be avoided due to on-site

conditions or close proximity to sensitive receptors, odor control will be achieved by

sheltering excavation and handling areas under tented containment structures equipped

with appropriate air venting/filtering systems.

APPENDIX F

SAMPLE HEALTH AND SAFETY PLAN

HEALTH AND SAFETY PLAN

FOR

432 RODNEY STREET

BROOKLYN, NEW YORK

Tax Block 2374, Lots 1, 27, 28 and 31

NYSDEC BCP Site No. C224216

Prepared For


850 Third Avenue, Suite 16B


Prepared By:

Langan Engineering, Environmental, Surveying

and Landscape Architecture, D.P.C. 21 Penn Plaza

360 West 31st Street, 8th Floor


July 2017


Health & Safety Plan July 2017

432 Rodney Street Page ii

Brooklyn, New York


TABLE OF CONTENTS

Page No.

1.0 INTRODUCTION .............................................................................................................................. 1

1.1 GENERAL ......................................................................................................................................... 1 1.2 SITE LOCATION AND BACKGROUND .................................................................................................... 1 1.3 SUMMARY OF WORK TASKS .............................................................................................................. 2

1.3.1 Excavation Oversight ................................................................................................................ 2 1.3.2 Stockpiling ................................................................................ Error! Bookmark not defined. 1.3.3 Soil Sampling ............................................................................ Error! Bookmark not defined. 1.3.4 Removal of Underground Storage Tank .................................................................................... 2 1.3.5 Drum Sampling .......................................................................................................................... 2 1.3.6 Installation of Injection Wells ................................................... Error! Bookmark not defined. 1.3.7 Installation of Sub-Membrane Depressurization System (SMDS) ............................................ 3 1.3.8 Operation of Injection Remediation System ............................ Error! Bookmark not defined.

2.0 IDENTIFICATION OF KEY PERSONNEL/HEALTH AND SAFETY PERSONNEL .......................... 3

2.1 LANGAN PROJECT MANAGER ............................................................................................................ 3 2.2 LANGAN CORPORATE HEALTH AND SAFETY MANAGER ......................................................................... 3 2.3 LANGAN SITE HEALTH & SAFETY OFFICER .......................................................................................... 4 2.4 LANGAN FIELD TEAM LEADER RESPONSIBILITIES ................................................................................. 4 2.5 CONTRACTOR RESPONSIBILITIES ........................................................................................................ 4

3.0 TASK/OPERATION SAFETY AND HEALTH RISK ANALYSES ..................................................... 5

3.1 SPECIFIC TASK SAFETY ANALYSIS ....................................................................................................... 5 3.1.2 Excavation and Soil Sampling .................................................................................................... 5 3.3.2 Stockpiling ................................................................................................................................. 5 3.1.3 Drum Sampling ......................................................................................................................... 6 3.2.4 Removal of Underground Storage Tank .................................................................................... 6 3.2.5 Installation and Operation of Injection Well Network ............................................................... 6 3.2.6 Installation of SMDS.................................................................................................................. 6

3.2 RADIATION HAZARDS ........................................................................................................................ 7 3.3 PHYSICAL HAZARDS .......................................................................................................................... 7

3.3.1 Explosion ................................................................................................................................... 7 3.3.2 Heat Stress ................................................................................................................................ 7 3.3.3 Cold-Related Illness ................................................................................................................... 9 3.3.4 Noise ......................................................................................................................................... 9 3.3.5 Hand and Power Tools .............................................................................................................. 9 3.3.6 Slips, Trips and Fall Hazards .................................................................................................... 10 3.3.7 Utilities (Electrocution and Fire Hazards) ................................................................................ 10

3.4 BIOLOGICAL HAZARDS .................................................................................................................... 10 3.4.1 Animals .................................................................................................................................... 10 3.4.2 Insects ..................................................................................................................................... 10

3.5 ADDITIONAL SAFETY ANALYSIS ........................................................................................................ 10 3.5.1 Presence of Non-Aqueous Phase Liquids (NAPL) ................................................................... 10

3.6 JOB SAFETY ANALYSIS .................................................................................................................... 11

4.0 PERSONNEL TRAINING ................................................................................................................ 11

4.1 BASIC TRAINING ............................................................................................................................. 11


432 Rodney Street Page iii

Brooklyn, New York


4.2 INITIAL SITE-SPECIFIC TRAINING ....................................................................................................... 11 4.3 TAILGATE SAFETY BRIEFINGS ........................................................................................................... 12

5.0 MEDICAL SURVEILLANCE ............................................................................................................ 12

6.0 COMMUNITY AIR MONITORING PROGRAM ............................................................................. 12

6.1 VAPOR EMISSION RESPONSE PLAN .................................................................................................. 13 6.2 MAJOR VAPOR EMISSION ............................................................................................................... 14 6.3 MAJOR VAPOR EMISSION RESPONSE PLAN ...................................................................................... 14 6.4 DUST SUPPRESSION TECHNIQUES .................................................................................................... 14

7.0 PERSONAL PROTECTIVE EQUIPMENT ....................................................................................... 15

7.1 LEVELS OF PROTECTION .................................................................................................................. 15 7.2 RESPIRATOR FIT-TEST ..................................................................................................................... 16

8.0 SITE CONTROL .............................................................................................................................. 16

8.1 SITE COMMUNICATIONS PLAN ......................................................................................................... 16 8.2 WORK ZONES ................................................................................................................................ 17

8.2.1 Exclusion Zone ........................................................................................................................ 17 8.2.2 Contamination Reduction Zone ............................................................................................... 17 8.2.3 Support Zone ........................................................................................................................... 17

8.3 THE BUDDY SYSTEM ....................................................................................................................... 17

9.0 NEAREST MEDICAL ASSISTANCE .............................................................................................. 18

10.0 STANDING ORDERS/SAFE WORK PRACTICES ......................................................................... 18

11.0 SITE SECURITY .............................................................................................................................. 18

12.0 UNDERGROUND UTILITIES ......................................................................................................... 18

13.0 SITE SAFETY INSPECTION ........................................................................................................... 19

14.0 HAND AND POWER TOOLS ......................................................................................................... 19

15.0 DECONTAMINATION PLAN ......................................................................................................... 19

15.1 GENERAL ....................................................................................................................................... 19 15.2 DECONTAMINATION PROCEDURES ................................................................................................... 19 15.3 DISPOSAL OF DECONTAMINATION WASTES ....................................................................................... 19

16.0 EMERGENCY RESPONSE ............................................................................................................. 19

16.1 GENERAL ....................................................................................................................................... 19 16.2 RESPONSIBILITIES ........................................................................................................................... 20 16.3 EVACUATION .................................................................................................................................. 20 16.4 EMERGENCY CONTACTS/NOTIFICATION SYSTEM ................................................................................ 20 16.5 EMERGENCY MEDICAL TREATMENT ................................................................................................. 20 16.6 FIRE OR EXPLOSION ........................................................................................................................ 21 16.7 SPILLS/LEAKS ................................................................................................................................ 21 16.8 ADVERSE WEATHER CONDITIONS .................................................................................................... 21 16.9 UNDERGROUND UTILITIES ............................................................................................................... 22 16.10 DOCUMENTATION ........................................................................................................................... 22

17.0 CONFINED SPACE ENTRY ............................................................................................................ 22

18.0 HASP ACKNOWLEDGEMENT FORM ........................................................................................... 23


432 Rodney Street Page iv

Brooklyn, New York


LIST OF TABLES

Table 1 Task Hazard Analysis

Table 2 Contaminant Hazards of Concern

Table 3 Summary of Monitoring Equipment

Table 4 Instrumentation Action Levels

Table 5 Emergency Notification List*

Table 6 Suggested Frequency of Physiological Monitoring For Fit and Acclimated

Workers

Table 7 Heat Index

LIST OF FIGURES

Figure 1 Site Location Map

Figure 2 Route to Hospital (map with directions)*

LIST OF APPENDICES

Attachment A Standing Orders*

Attachment B Decontamination Procedures

Attachment C Employee Exposure/Injury Incident Report

Attachment D Calibration Log

Attachment E Material Data Safety Sheets / Safety Data Sheets*

Attachment F Jobsite Safety Inspection Checklist

Attachment G Job Safety Analysis Forms

Attachment H Tailgate Safety Meeting Log

* Items to be posted prominently on site, or made readily available to personnel.



Brooklyn, New York


1.0 INTRODUCTION

1.1 General

This HEALTH AND SAFETY PLAN (HASP) was developed to address disturbance of known and

reasonably anticipated subsurface contaminants and comply with Occupational Safety and

Health Administration (OSHA) Standard 29 CFR 1910.120(b) (4), Hazardous Waste Operations

and Emergency Response during anticipated remedial activities to be conducted at 432 Rodney

Street in Brooklyn, New York (Tax Block 2374, Lots 1, 27, 28 and 31) (“the Site”). This HASP

provides the minimum requirements for implementing site operations during remedial

activities. All contractors performing work on this Site shall implement their own Health and

Safety Plans that, at a minimum, adhere to this HASP. The contractor is solely responsible for

their own health and safety and that of their subcontractors. Langan personnel will implement

this HASP while on-site.

The management of the day-to-day site activities and implementation of this HASP in the field

is the responsibility of the site Langan Field Team Leader (FTL). Assistance in the

implementation of this HASP can also be obtained from the site Langan Health and Safety

Officer (HSO) and the Langan Health and Safety Manager (HSM). Contractors operating on the

Site shall designate their own FTL, HSO and HSM. The content of this HASP may change or

undergo revision based upon additional information made available to health and safety

personnel, monitoring results, or changes in the work plan.

1.2 Site Location and Background

The site is identified as Tax Block 2374, Lots 1, 27, 28 and 31 and has an estimated footprint of

about 27,160-square-feet. The scope of work proposed in the Remedial Action Work Plan

(RAWP) and covered under this HASP will be performed throughout the entire site. The site is

bound by commercial properties followed by Ainslie Street to the north, Hope Street to the

south, Keap Street to the east, and Rodney Street to the west. The site was historically

operated by various auto-related facilities (garages and auto repair shops) and other commercial

and light industrial uses. A site location map is provided as Figure 1.

The site was entered into the New York State Department of Environmental Conservation

(NYSDEC) Brownfield Cleanup Program (BCP) by Rodney Street Investors LLC as a Volunteer

on June 25, 2015. BCP Site No. C224216 was assigned to the site by NYSDEC. Additional site

information including site maps and data collected previously by Langan and others is provided

in the Remedial Investigation Report, IRM Work Plan and the RAWP.

Previous investigations have indicated that volatile organic compounds (VOCs), semi-volatile

organic compounds (SVOCs) and metals are present in soil and groundwater at concentrations

that exceed applicable standards. Soil sample results obtained through the toxicity



Brooklyn, New York


characteristic leaching procedure (TCLP) indicates a hazardous concentration of lead is present

in Lot 1.

Sanborn Maps identified historical gasoline underground storage tanks (USTs). Four have been

encountered and removed during IRM excavation activities on Lots 1 and 31. Two inactive 275-

gallon aboveground storage tanks (ASTs) were identified in previous investigations and were

removed in April 2016.

1.3 Summary of Work Tasks

The general categories of work tasks being performed during implementation of the work plan

include:

1.3.1 Groundwater Sampling

Langan personnel will collect performance monitoring samples from the seven wells installed

throughout the groundwater treatment area. Prior to sampling, the wells will be purged and

physical and chemical parameters will be monitored. A representative groundwater sample will

be collected from each well with a dedicated submersible (MW-1 through MW-5) or peristaltic

pump (MW-6 and MW-7) and dedicated tubing. The dedicated submersible pumps require

compressed air to expel water. Langan personnel will be properly trained on the unique

methodology for groundwater sampling collection from these pumps. The groundwater

samples will be submitted under standard chain-of-custody protocol to an NYSDOH ELAP-

certified laboratory for analysis of Target compound List (TCL) VOCs and geochemical

parameters (some of which may be collected in the field), under a standard 5-day turnaround

schedule. Following completion of the sampling, drums containing any residual development

water will be transported and disposed at a permitted waste disposal facility.

1.3.2 Removal of Underground Storage Tank

If encountered, the contractor shall furnish all labor and materials, equipment and incidentals

required for the proper decontamination, removal and closure of any underground storage tank

(UST) in accordance with federal, state and local regulations. Langan personnel will monitor

VOCs with a calibrated PID downwind from the UST excavation and record the PID readings.

1.3.3 Drum Sampling



Brooklyn, New York


Excess or impacted soil or fluid may be drummed separately in approved 55-gallon sealed

drums, as required. Each drum must be labeled in accordance with the Langan Drum Labeling

Standard Operating Procedure (SOP-#9). Langan field personnel will collect drum samples, as

required, during construction prior to off-site drum disposal. Samples will be placed into

laboratory-supplied batch-certified clean glassware and submitted to a NYSDOH ELAP-certified

laboratory.

1.3.4 Installation of Soil Vapor Mitigation System

A properly licensed contractor will install the soil vapor mitigation system in accordance with

specifications outlined in the work plan. Langan personnel well observe the installation of the

soil vapor mitigation system and record the information specified in the work plan.

2.0 IDENTIFICATION OF KEY PERSONNEL/HEALTH AND SAFETY PERSONNEL

The following briefly describes the health and safety (H&S) designations and general

responsibilities that may be employed for this site. The titles have been established to

accommodate the project needs and requirements and ensure the safe conduct of site

activities. The H&S personnel requirements for a given work location are based upon the

proposed site activities.

2.1 Langan Project Manager

The Langan Project Manager (PM) is Brian Gochenaur. His responsibilities include:

Ensuring that this HASP is developed and approved prior to on-site activities.

Ensuring that all the tasks in the project are performed in a manner consistent with

Langan's comprehensive Health and Safety Program for Hazardous Waste Operations

and this HASP.

2.2 Langan Corporate Health and Safety Manager

The Langan Corporate Health and Safety Manager (HSM) is Tony Moffa. His responsibilities

include:

Updating the Health and Safety Program for Hazardous Waste Operations.

Assisting the site Health and Safety Officer (HSO) with development of the HASP,

updating HASP as dictated by changing conditions, jobsite inspection results, etc. and

approving changes to this HASP.

Assisting the HSO in the implementation of this HASP and conducting Jobsite Safety

Inspections and assisting with communication of results and correction of shortcomings

found.

Maintaining records on personnel (medical evaluation results, training and certifications,

accident investigation results, etc.).



Brooklyn, New York


2.3 Langan Site Health & Safety Officer

The Langan site HSO is William Bohrer. His responsibilities include:

Participating in the development and implementation of this HASP.

When on-site, assisting the Langan Field Team Leader in conducting Tailgate Safety

Meetings and Jobsite Safety Inspections and correcting any shortcomings in a timely

manner.

Ensuring that proper PPE is available, worn by employees and properly stored and

maintained.

Controlling entry into and exit from the site contaminated areas or zones.

Monitoring employees for signs of stress, such as heat stress, fatigue, and cold

exposure.

Monitoring site hazards and conditions.

Knowing (and ensuring that all site personnel also know) emergency procedures,

evacuation routes, and the telephone numbers of the ambulance, local hospital, poison

control center, fire department, and police department.

Resolving conflicts that may arise concerning safety requirements and working

conditions.

Reporting all incidents, injuries and near misses to the Langan Incident/Injury Hotline

immediately and the client representative.

2.4 Langan Field Team Leader Responsibilities

The Langan Field Team Leader (FTL) is to be determined prior to the start of site activities. The

Field Team Leader’s responsibilities include:

The management of the day-to-day site activities and implementation of this HASP in

the field.

Participating in and/or conducting Tailgate Safety Meetings and Jobsite Safety

Inspections and correcting any shortcomings in a timely manner.

When a Community Air Monitoring Operating Program (CAMP) is part of the scope, the

FTL will set up and maintaining community air monitoring activities and instructing the

responsible contractor to implement organic vapor or dust mitigation when necessary.

Overseeing the implementation of activities specified in the work plan.

2.5 Contractor Responsibilities

The contractor shall develop and implement their own HASP for their employees, lower-tier

subcontractors, and consultants. The contractor is solely responsible for their own health and

safety and that of their subcontractors. Contractors operating on the Site shall designate their

own FTL, HSO and HSM. The contractor's HASP will be at least as stringent as this Langan



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HASP. The contractor must be familiar with and abide by the requirements outlined in their

own HASP. A contractor may elect to adopt Langan's HASP as its own provided that it has

given written notification to Langan, but where Langan's HASP excludes provisions pertinent to

the contractor’s work (i.e., confined space entry); the contractor must provide written

addendums to this HASP. Additionally, the contractor must:

Ensure their employees are trained in the use of all appropriate PPE for the tasks

involved;

Notify Langan of any hazardous material brought onto the job site or site related area,

the hazards associated with the material, and must provide a material safety data sheet

(MSDS) or safety data sheet (SDS) for the material;

Have knowledge of, understand, and abide by all current federal, state, and local health

and safety regulations pertinent to the work;

Ensure their employees handling hazardous materials, if identified at the Site, have

received current training in the appropriate levels of 29 CFR 1910.120, Hazardous Waste

Operations and Emergency Response (HAZWOPER) if hazardous waste is identified at

the Site;

Ensure their employees handling hazardous materials, if identified at the Site, have been

fit-tested within the year on the type respirator they will wear;

Ensure all air monitoring is in place pertaining to the health and safety of their

employees as required by OSHA 1910.120; and

All contractors must adherer to all federal, state, and local regulatory requirements.

3.0 TASK/OPERATION SAFETY AND HEALTH RISK ANALYSES

A Task-Hazard Analysis (Table 1) was completed for general construction hazards that may be

encountered at the Site. Known and suspected chemical contaminant hazards that could be

encountered during site operations are included in Table 2. A complete inventory of

MSDS/SDS for chemical products used on site is included as Attachment E.

3.1 Specific Task Safety Analysis

3.1.2 Excavation and Soil Sampling

Soil handling or sampling activities requires the donning of chemical resistant gloves in addition

to the standard PPE. Langan personnel are not to operate excavation equipment.

3.3.2 Stockpiling

If stockpiling is required, potentially impacted soil shall be segregated and stockpiled on at least

10 millimeters of plastic sheeting; reusable soil and fill shall be segregated and stockpiled

separately from unusable fill, concrete and other debris; the stockpiles shall be kept covered

with 6 millimeters thick plastic sheeting; the plastic sheeting covering the stockpiles shall be



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anchored firmly in place by weights, stakes, or both; the Contractor shall maintain the plastic

sheeting. If stockpile soil sampling is required from above ground level, suitable excavation

equipment (i.e., excavator, front end loader) should be used to collect the sample.

3.1.3 Drum Sampling

Drilling fluid, rinse water, grossly-contaminated soil samples and cuttings will be containerized

in 55-gallon drums for disposed off-site. Each drum must be labeled in accordance with the

Langan Drum Labeling Standard Operating Procedure (SOP-#9). Sampling drums requires the

donning of work gloves when opening the drums and chemical resistant gloves when sampling

in addition to standard PPE.

Langan personnel and contractors are not to move or opened any orphaned (unlabeled) drum

found on the site without approval of the project manager.

3.2.4 Removal of Underground Storage Tank

The contractor will inert or otherwise vent the UST prior to disassembly or transport for

disposal. Excavation and inerting of the UST must be monitored using a fully calibrated

MultiRAE PID (or equivalent) capable surveying for VOCs and the lower explosion limit (LEL).

The excavation is to be monitored by attaching an extension to the PID input such that the

open end of the extension can directly monitor the base of the UST excavation. If the PID

survey detects VOCs above 5 ppm, work must cease and appropriate VOC suppression should

be applied to the excavation. Work can continue when VOC reading in the UST excavation are

below 5 ppm and can be maintained below 5 ppm for 15 minutes. If LEL readings exceed

10%, work must cease and all workers must withdraw from the vicinity of the UST excavation.

Langan field personnel must immediately report the high LEL condition to the PM. Work

cannot continue until appropriate actions are taken to maintain the LEL below 10%. The PM is

to be contacted if PID or LEL readings interrupt the work schedule.

3.2.5 Installation and Operation of Injection Well Network

Specifically trained contractors are to install and operate the injection network. This includes

operating heavy equipment, assembling required parts. This includes operating heavy

equipment, assembling required part and the operation of the system during injection activities.

Langan personnel are there only to observe and record the data required in the work plan.

Assemblage of injection well parts, operation of drilling and injection equipment as well as

system operations are to be done exclusively by the contractor following their own health and

safety specifications outlined in their HASPs.

3.2.6 Installation of SMDS

Specifically trained contractors are to install the SMDS. Langan personnel are there only to



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observe and record the data required in the work plan. Installation and assemblage of the

SMDS is to be done exclusively by the contractor following their own health and safety

specifications outlined in their HASPs.

3.2 Radiation Hazards

No radiation hazards are known or expected at the site.

3.3 Physical Hazards

Physical hazards, which may be encountered during site operations for this project, are detailed

in Table 1.

3.3.1 Explosion

No explosion hazards are expected for the scope of work at this site.

3.3.2 Heat Stress

The use of Level C protective equipment, or greater, may create heat stress. Monitoring of

personnel wearing personal protective clothing should commence when the ambient

temperature is 72oF or above. Table 6 presents the suggested frequency for such monitoring.

Monitoring frequency should increase as ambient temperature increases or as slow recovery

rates are observed. Refer to the Table 7 to assist in assessing when the risk for heat related

illness is likely. To use this table, the ambient temperature and relative humidity must be

obtained (a regional weather report should suffice). Heat stress monitoring should be

performed by the HSO or the FTL, who shall be able to recognize symptoms related to heat

stress.

To monitor the workers, be familiar with the following heat-related disorders and their

symptoms:

Heat Cramps: Painful spasm of arm, leg or abdominal muscles, during or after work

Heat Exhaustion: Headache, nausea, dizziness; cool, clammy, moist skin; heavy

sweating; weak, fast pulse; shallow respiration, normal temperature

Heat Stroke: Headache, nausea, weakness, hot dry skin, fever, rapid strong pulse,

rapid deep respirations, loss of consciousness, convulsions, coma. This is a life

threatening condition.

Do not permit a worker to wear a semi-permeable or impermeable garment when they are

showing signs or symptoms of heat-related illness.

To monitor the worker, measure:

Heart rate: Count the radial pulse during a 30-second period as early as possible in the

rest period. If the heart rate exceeds 100 beats per minute at the beginning of the rest



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period, shorten the next work cycle by one-third and keep the rest period the same. If

the heart rate still exceeds 100 beats per minute at the next rest period, shorten the

following work cycle by one-third. A worker cannot return to work after a rest period

until their heart rate is below 100 beats per minute.

Oral temperature: Use a clinical thermometer (3 minutes under the tongue) or similar

device to measure the oral temperature at the end of the work period (before drinking).

If oral temperature exceeds 99.6oF (37.6oC), shorten the next work cycle by one-third

without changing the rest period. A worker cannot return to work after a rest period

until their oral temperature is below 99.6oF. If oral temperature still exceeds 99.6oF

(37.6oC) at the beginning of the next rest period, shorten the following cycle by one-

third. Do not permit a worker to wear a semi-permeable or impermeable garment when

oral temperature exceeds 100.6oF (38.1oC).

Prevention of Heat Stress - Proper training and preventative measures will aid in averting loss

of worker productivity and serious illness. Heat stress prevention is particularly important

because once a person suffers from heat stroke or heat exhaustion, that person may be

predisposed to additional heat related illness. To avoid heat stress the following steps should

be taken:

Adjust work schedules.

Mandate work slowdowns as needed.

Perform work during cooler hours of the day if possible or at night if adequate lighting

can be provided.

Provide shelter (air-conditioned, if possible) or shaded areas to protect personnel during

rest periods.

Maintain worker's body fluids at normal levels. This is necessary to ensure that the

cardiovascular system functions adequately. Daily fluid intake must approximately equal

the amount of water lost in sweat, id., eight fluid ounces (0.23 liters) of water must be

ingested for approximately every eight ounces (0.23 kg) of weight lost. The normal

thirst mechanism is not sensitive enough to ensure that enough water will be drunk to

replace lost sweat. When heavy sweating occurs, encourage the worker to drink more.

The following strategies may be useful:

o Maintain water temperature 50o to 60oF (10o to 16.6oC).

o Provide small disposal cups that hold about four ounces (0.1 liter).

o Have workers drink 16 ounces (0.5 liters) of fluid (preferably water or dilute

drinks) before beginning work.

o Urge workers to drink a cup or two every 15 to 20 minutes, or at each

monitoring break. A total of 1 to 1.6 gallons (4 to 6 liters) of fluid per day are

recommended, but more may be necessary to maintain body weight.

o Train workers to recognize the symptoms of heat related illness.



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3.3.3 Cold-Related Illness

If work on this project begins in the winter months, thermal injury due to cold exposure can

become a problem for field personnel. Systemic cold exposure is referred to as hypothermia.

Local cold exposure is generally called frostbite.

Hypothermia - Hypothermia is defined as a decrease in the patient core temperature

below 96oF. The body temperature is normally maintained by a combination of central

(brain and spinal cord) and peripheral (skin and muscle) activity. Interference with any of

these mechanisms can result in hypothermia, even in the absence of what normally is

considered a "cold" ambient temperature. Symptoms of hypothermia include: shivering,

apathy, listlessness, sleepiness, and unconsciousness.

Frostbite - Frostbite is both a general and medical term given to areas of local cold

injury. Unlike systemic hypothermia, frostbite rarely occurs unless the ambient

temperatures are less than freezing and usually less than 20oF. Symptoms of frostbite

are: a sudden blanching or whitening of the skin; the skin has a waxy or white

appearance and is firm to the touch; tissues are cold, pale, and solid.

Prevention of Cold-Related Illness - To prevent cold-related illness:

Educate workers to recognize the symptoms of frostbite and hypothermia

Identify and limit known risk factors:

Assure the availability of enclosed, heated environment on or adjacent to the site.

Assure the availability of dry changes of clothing.

Assure the availability of warm drinks.

Start (oral) temperature recording at the job site:

At the FSO or Field Team Leader's discretion when suspicion is based on changes in a

worker's performance or mental status.

At a worker's request.

As a screening measure, two times per shift, under unusually hazardous conditions

(e.g., wind-chill less than 20oF, or wind-chill less than 30oF with precipitation).

As a screening measure whenever anyone worker on the site develops hypothermia.

Any person developing moderate hypothermia (a core temperature of 92oF) cannot return to

work for 48 hours.

3.3.4 Noise

Work activities during the proposed activities may be conducted at locations with high noise

levels from the operation of equipment. Hearing protection will be used as necessary.

3.3.5 Hand and Power Tools



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The use of hand and power tools can present a variety of hazards, including physical harm from

being struck by flying objects, being cut or struck by the tool, fire, and electrocution. All hand

and power tools should be inspected for health and safety hazards prior to use. If deemed

unserviceable/un-operable, notify supervisor and tag equipment out of service. Ground Fault

Circuit Interrupters (GFCIs) are required for all power tools requiring direct electrical service.

3.3.6 Slips, Trips and Fall Hazards

Care should be exercised when walking at the site, especially when carrying equipment. The

presence of surface debris, uneven surfaces, pits, facility equipment, and soil piles contribute

to tripping hazards and fall hazards. To the extent possible, all hazards should be identified and

marked on the Site, with hazards communicated to all workers in the area.

3.3.7 Utilities (Electrocution and Fire Hazards)

The possibility of encountering underground utilities poses fire, explosion, and electrocution

hazards. All excavation work will be preceded by review of available utility drawings and by

notification of the subsurface work to the N.Y. One –Call--Center. Potential adverse effects of

electrical hazards include burns and electrocution, which could result in death.

3.4 Biological Hazards

3.4.1 Animals

No animals are expected to be encountered during site operations.

3.4.2 Insects

Insects are not expected to be encountered during site operations.

3.5 Additional Safety Analysis

3.5.1 Presence of Non-Aqueous Phase Liquids (NAPL)

There is potential for exposure to NAPL at this site. Special care and PPE should be considered

when NAPL is observed as NAPL is a typically flammable fluid and releases VOCs known to be

toxic and/or carcinogenic. If NAPL is present in a monitoring well, vapors from the well casing

may contaminate the work area breathing zone with concentrations of VOCs potentially

exceeding health and safety action levels. In addition, all equipment used to monitor or sample

NAPL (or groundwater from wells containing NAPL) must be intrinsically safe. Equipment that

directly contacts NAPL must also be resistant to organic solvents.

At a minimum, a PID should be used to monitor for VOCs when NAPL is observed. If NAPL is

expected to be observed in an excavation or enclosed area, air monitoring must be started

using calibrated air monitoring equipment designed to sound an audio alarm when atmospheric



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concentrations of VOC are within 10% of the LEL. In normal atmospheric oxygen

concentrations, the LEL monitoring may be done with a Wheatstone bridge/catalytic bead type

sensor (i.e. MultiRAE). However in oxygen depleted atmospheres (confined space), only an

LEL designed to work in low oxygen environments may be used. Best practices require that

the LEL monitoring unit be equipped with a long sniffer tube to allow the LEL unit to remain

outside the UST excavation.

When NAPL is present, Langan personnel are required to use disposable nitrile gloves at all

times to prevent skin contact with contaminated materials. They should also consider having

available a respirator and protective clothing (Tyvek® overalls), especially if NAPL is in

abundance and there are high concentrations of VOCs.

All contaminated disposables including PPE and sampling equipment must be properly

disposed of in labeled 55-gallon drums.

3.6 Job Safety Analysis

A Job Safety Analysis (JSA) is a process to identify existing and potential hazards associated

with each job or task so these hazards can be eliminated, controlled or minimized. A JSA will

be performed at the beginning of each work day, and additionally whenever an employee

begins a new task or moves to a new location. All JSAs must be developed and reviewed by

all parties involved. A blank JSA form and documentation of completed JSAs are in Attachment

G.

4.0 PERSONNEL TRAINING

4.1 Basic Training

Completion of an initial 40-hour HAZWOPER training program as detailed in OSHA's 29 CFR

1910.120(e) is required for all employees working on a site engaged in hazardous substance

removal or other activities which expose or potentially expose workers to hazardous

substances, health hazards, or safety hazards as defined by 29 CFR 1910.120(a). Annual 8-hour

refresher training is also required to maintain competencies to ensure a safe work environment.

In addition to these training requirements, all employees must complete the OSHA 10 hour

Construction Safety and Health training and supervisory personnel must also receive eight

additional hours of specialized management training. Training records are maintained by the

HSM.

4.2 Initial Site-Specific Training

Training will be provided to specifically address the activities, procedures, monitoring, and

equipment for site operations at the beginning of each field mobilization and the beginning of

each discrete phase of work. The training will include the site and facility layout, hazards, and



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emergency services at the site, and will detail all the provisions contained within this HASP.

For a HAZWOPER operation, training on the site must be for a minimum of 3 days. Specific

issues that will be addressed include the hazards described in Section 3.0.

4.3 Tailgate Safety Briefings

Before starting work each day or as needed, the Langan HSO will conduct a brief tailgate safety

meeting to assist site personnel in conducting their activities safely. Tailgate meetings will be

documented in Attachment H. Briefings will include the following:

Work plan for the day;

Review of safety information relevant to planned tasks and environmental conditions;

New activities/task being conducted;

Results of Jobsite Safety Inspection Checklist;

Changes in work practices;

Safe work practices; and

Discussion and remedies for noted or observed deficiencies.

5.0 MEDICAL SURVEILLANCE

All personnel who will be performing field work involving potential exposure to toxic and

hazardous substances (defined by 29 CFR 1910.120(a)) will be required to have passed an initial

baseline medical examination, with follow-up medical exams thereafter, consistent with 29 CFR

1910.120(f). Medical evaluations will be performed by, or under the direction of, a physician

board-certified in occupational medicine.

Additionally, personnel who may be required to perform work while wearing a respirator must

receive medical clearance as required under CFR 1910.134(e), Respiratory Protection. Medical

evaluations will be performed by, or under the direction of, a physician board-certified in

occupational medicine. Results of medical evaluations are maintained by the HSM.

6.0 COMMUNITY AIR MONITORING PROGRAM

Community air monitoring may be conducted in compliance with the NYSDOH Generic CAMP

outlined below:

Monitoring for dust and odors will be conducted during all ground intrusive activities by the FTL.

Continuous monitoring on the perimeter of the work zones for odor, VOCs, and dust may be

required for all ground intrusive activities such as soil excavation and handling activities. The

work zone is defined as the general area in which machinery is operating in support of

remediation activities. A portable PID will be used to monitor the work zone and for periodic

monitoring for VOCs during activities such as soil and groundwater sampling and .soil

excavation. The site perimeter will be monitored for fugitive dust emissions by visual

observations as well as instrumentation measurements (if required). When required,



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particulate or dust will be monitored continuously with real-time field instrumentation that will

meet, at a minimum, the performance standards from DER-10 Appendix 1B.

If VOC monitoring is required, the following actions will be taken based on VOC levels

measured:

If total VOC levels exceed 5 ppm above background for the 15-minute average at the

perimeter, work activities will be temporarily halted and monitoring continued. If levels

readily decrease (per instantaneous readings) below 5 ppm above background, work

activities will resume with continued monitoring.

If total VOC levels at the downwind perimeter of the hot zone persist at levels in excess

of 5 ppm above background but less than 25 ppm, work activities will be halted, the

source of vapors identified, corrective actions taken to abate emissions, and monitoring

continued. After these steps work activities will resume provided that the total organic

vapor level 200 feet downwind of the hot zone or half the distance to the nearest

potential receptor or residential/commercial structure, whichever is less – but in no case

less than 20 feet, is below 5 ppm above background for the 15-minute average.

If the total VOC level is above 25 ppm at the perimeter of the hot zone, activities will be

shutdown.

If dust monitoring with field instrumentation is required, the following actions will be taken

based on instrumentation measurements:

If the downwind particulate level is 100 micrograms per cubic meter (µg/m³) greater

than background (upwind perimeter) for the 15-minute period or if airborne dust is

observed leaving the work area, then dust suppression must be employed. Work may

continue with dust suppression techniques provided that downwind PM10 levels do not

exceed 150 µg/m³ above the background level and provided that no visible dust is

migrating from the work area.

If, after implementation of dust suppression techniques, downwind PM10 levels are

greater than 150 µg/m³ above the background level, work must be stopped and a re-

evaluation of activities initiated. Work can resume provided that dust suppression

measures and other controls are successful in reducing the downwind PM10

concentration to within 150 µg/m³ of the upwind level and in preventing visible dust

migration.

6.1 Vapor Emission Response Plan

This section applies if VOC monitoring is required. If the ambient air concentration of organic

vapors exceeds 5 ppm above background at the perimeter of the hot zone, boring and well

installation, and excavation activities will be halted or odor controls will be employed, and

monitoring continued. When work shut-down occurs, downwind air monitoring as directed by



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the HSO or FTL will be implemented to ensure that vapor emission does not impact the

nearest residential or commercial structure at levels exceeding those specified in the Major

Vapor Emission section.

If the organic vapor level decreases below 5 ppm above background, sampling and boring and

well installation can resume, provided:

The organic vapor level 200 feet downwind of the hot zone or half the distance to the

nearest residential or commercial structure, whichever is less, is below 1 ppm over

background, and

More frequent intervals of monitoring, as directed by the HSO or FTL, are conducted.

6.2 Major Vapor Emission

This section applies if VOC monitoring is required. If any organic levels greater than 5 ppm over

background are identified 200 feet downwind from the work site, or half the distance to the

nearest residential or commercial property, whichever is less, all work activities must be halted

or odor controls must be implemented.

If, following the cessation of the work activities, or as the result of an emergency, organic

levels persist above 5 ppm above background 200 feet downwind or half the distance to the

nearest residential or commercial property from the hot zone, then the air quality must be

monitored within 20 feet of the perimeter of the nearest residential or commercial structure (20

Foot Zone).

If either of the following criteria is exceeded in the 20 Foot Zone, then the Major Vapor

Emission Response Plan shall automatically be implemented.

Sustained organic vapor levels approaching 5 ppm above background for a period of

more than 30 minutes, or

Organic vapor levels greater than 5 ppm above background for any time period.

6.3 Major Vapor Emission Response Plan

Upon activation, the following activities will be undertaken:

The local police authorities will immediately be contacted by the HSO or FTL and

advised of the situation;

Frequent air monitoring will be conducted at 30-minute intervals within the 20 Foot

Zone. If two successive readings below action levels are measured, air monitoring may

be halted or modified by the HSO or FTL; and

All Emergency contacts will go into effect as appropriate.

6.4 Dust Suppression Techniques

Preventative measures for dust generation may include wetting site fill and soil, construction of



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an engineered construction entrance with gravel pad, a truck wash area, covering soils with

tarps, and limiting vehicle speeds to five miles per hour.

Work practices to minimize odors and vapors include limiting the time that the excavations

remain open, minimizing stockpiling of contaminated-source soil, and minimizing the handling

of contaminated material. Offending odor and organic vapor controls may include the

application of foam suppressants or tarps over the odor or VOC source areas. Foam

suppressants may include biodegradable foams applied over the source material for short-term

control of the odor and VOCs.

If odors develop and cannot be otherwise controlled, additional means to eliminate odor

nuisances will include: direct load-out of soils to trucks for off-Site disposal; use of chemical

odorants in spray or misting systems; and, use of staff to monitor odors in surrounding

neighborhoods.

Where odor nuisances have developed during remedial work and cannot be corrected, or

where the release of nuisance odors cannot otherwise be avoided due to on-site conditions or

close proximity to sensitive receptors, odor control will be achieved by sheltering excavation

and handling areas under tented containment structures equipped with appropriate air

venting/filtering systems.

7.0 PERSONAL PROTECTIVE EQUIPMENT

7.1 Levels of Protection

Langan will provide PPE to Langan employees to protect them from the specific hazards they

are likely to encounter on-site. Direct hired contractors will provide their employees with

equivalent PPE to protect them from the specific hazards likely to be encountered on-site.

Selection of the appropriate PPE must take into consideration: (1) identification of the hazards

or suspected hazards; (2) potential exposure routes; and, (3) the performance of the PPE

construction (materials and seams) in providing a barrier to these hazards.

Based on anticipated site conditions and the proposed work activities to be performed at the

site, Level D protection will be used. The upgrading/downgrading of the level of protection will

be based on continuous air monitoring results as described in Section 6.0 (when applicable).

The decision to modify standard PPE will be made by the site HSO or FTL after conferring with

the PM. The levels of protection are described below.

Level D Protection (as needed)

Safety glasses with side shields or chemical splash goggles

Safety boots/shoes

Coveralls (Tyvek® or equivalent)

Hard hat



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Long sleeve work shirt and work pants

Nitrile gloves

Hearing protection

Reflective safety vest

Level C Protection (as needed)

Full or Half face, air-purifying respirator, with NIOSH approved HEPA filter

Inner (latex) and outer (nitrile) chemical-resistant gloves

Safety glasses with side shields or chemical splash goggles

Chemical-resistant safety boots/shoes

Hard hat

Long sleeve work shirt and work pants

Coveralls (Tyvek® or equivalent)

Hearing protection (as needed)

Reflective safety vest

The action levels used in determining the necessary levels of respiratory protection and

upgrading to Level C are summarized in Table 4. The written Respiratory Protection Program is

maintained by the HSM and is available if needed. The monitoring procedures and equipment

are outlined in Section 6.0 (when applicable).

7.2 Respirator Fit-Test

All Langan employees who may be exposed to hazardous substances at the work site are in

possession of a full or half face-piece, air-purifying respirator and have been successfully

fit-tested within the past year. Fit-test records are maintained by the HSM.

8.0 SITE CONTROL

8.1 Site Communications Plan

Verbal communications will be the primary method of communication used at the site during

the remedial action/remedial investigation and routine groundwater monitoring work. Cell

phones shall be used to the extent practical. In the instances where verbal communication

cannot be used, such as when working in respiratory protective equipment, hand signals will be

used. Hand signals will be covered during site-specific training. Hand signals and their

messages:

Hand Signal Meaning

Hand gripping throat Out of air; cannot breathe

Grip partners wrists or place both hands around

waist

Leave immediately without

debate

Hands on top of head Need assistance



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Hand Signal Meaning

Thumbs up OK; I'm alright; I understand

Thumbs down No; negative

Simulated "stick" break with fists Take a break; stop work

8.2 Work Zones

The need to formally establish specific work zones (Support, Contamination Reduction, and

Exclusion Zones) during site activities will be determined by the HSO or FTL. It is important for

the safety of all concerned that appropriate barriers (cones, wooden horses, plastic fencing etc.)

are in place to keep vehicles and pedestrians away from the Work Zone.

8.2.1 Exclusion Zone

Exclusion zones or hot zones will be established within a 25 foot radius around drilling and

sampling activities involving hazardous materials, where applicable and feasible. All personnel

within the hot zone must don the appropriate levels of personal protection as set forth by the

HSO. It is not anticipated that Level C or higher will be required for this site.

All personnel within the hot zone will be required to use the specified level of protection. No

food, drink, or smoking will be allowed in the hot or warm zones.

8.2.2 Contamination Reduction Zone

If PID VOC concentration action levels are exceeded or obvious indications of contamination (by

sight or odor) are encountered, a contamination reduction zone or warm zone will be

established and utilized during the field activities. This zone will be established between the

hot zone and the cold zone (discussed below), and will include the personnel and equipment

necessary for decontamination of equipment and personnel exiting the hot zone. Personnel

and equipment in the hot zone must pass through this zone before entering the cold zone. This

zone should always be located upwind of the hot zone.

8.2.3 Support Zone

The support zone or cold zone will include the remaining areas of the job site. Break areas and

support facilities (include equipment storage and maintenance areas) will be located in this

zone. No equipment or personnel will be permitted to enter the cold zone from the hot zone

without passing through the decontamination station in the warm zone (if necessitated).

Eating, smoking, and drinking will be allowed only in this area.

8.3 The Buddy System

When working in teams of two or more, workers will use the "buddy system" for all work

activities to ensure that rapid assistance can be provided in the event of an emergency. This

requires work groups to be organized such that workers can remain close together and



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maintain visual contact with one another. Workers using the "buddy system" have the following

responsibilities:

Provide his/her partner with assistance.

Observe his/her partner for signs of chemical or heat exposure.

Periodically check the integrity of his/her partner's PPE.

Notify the HSO or other site personnel if emergency service is needed.

9.0 NEAREST MEDICAL ASSISTANCE

The address and telephone number of the nearest hospital:

Woodhull Medical Center

760 Broadway, Brooklyn, NY

718-963-8000

Map with directions to the hospital are shown in Figure 2. This information will either be

posted prominently at the site or will be available to all personnel all of the time. Further, all

field personnel, including the HSO & FTL, will know the directions to the hospital.

10.0 STANDING ORDERS/SAFE WORK PRACTICES

The standing orders, which consist of a description of safe work practices that must always be

followed while on-site by Langan employees and contractors, are shown in Attachment A. The

site HSO and FTL each have the responsibility for enforcing these practices. The standing

orders will be posted prominently at the site, or are made available to all personnel at all times.

Those who do not abide by these safe work practices will be removed from the site.

11.0 SITE SECURITY

No unauthorized personnel shall be permitted access to the work areas.

12.0 UNDERGROUND UTILITIES

As provided in Langan’s Underground Utility Clearance Guidelines, the following safe work

practices should be followed by Langan personnel and the contractor before and during

subsurface work in accordance with federal, state and local regulations:

Obtain available utility drawings from the property owner/client or operator.

Provide utility drawings to the project team.

In the field, mark the proposed area of subsurface disturbance (when possible).

Ensure that the utility clearance system has been notified.

Ensure that utilities are marked before beginning subsurface work.

Discuss subsurface work locations with the owner/client and contractors.

Obtain approval from the owner/client and operators for proposed subsurface work



Brooklyn, New York


locations.

Use safe digging procedures when applicable.

Stay at least 10 feet from all equipment performing subsurface work.

13.0 SITE SAFETY INSPECTION

The Langan HSO or alternate will check the work area daily, at the beginning and end of each

work shift or more frequently to ensure safe work conditions. The HSO or alternate must

complete the Jobsite Safety Inspection Checklist, found in Attachment F. Any deficiencies

shall be shared with the FTL, HSM and PM and will be discussed at the daily tailgate meeting.

14.0 HAND AND POWER TOOLS

All hand- and electric-power tools and similar equipment shall be maintained in a safe operating

condition. All electric-power tools must be inspected before initial use. Damaged tools shall be

removed immediately from service or repaired. Tools shall be used only for the purpose for

which they were designed. All users must be properly trained in their safe operation.

15.0 DECONTAMINATION PLAN

15.1 General

All personnel, equipment, and samples leaving the contaminated area of the site must be

decontaminated. Decontamination for this operation is achieved through physical removal and

chemical detoxification/disinfection/sterilization. The first step in decontamination, however, is

prevention and standard operating procedures have been established meant to minimize

contact with wastes:

Work habits that minimize contact with wastes are stressed.

Disposable equipment, where appropriate, will be used.

15.2 Decontamination Procedures

Standard decontamination procedures will be used as described in Attachment B.

15.3 Disposal of Decontamination Wastes

Waste solutions generated during decontamination procedures shall be contained, collected,

and stored in drums or other appropriate containers and labeled for proper off-site disposal.

16.0 EMERGENCY RESPONSE

16.1 General

Due to hazards that may be present at the site and the conditions under which operations are

conducted, it is possible that an emergency situation may develop. Emergency situations can



Brooklyn, New York


be characterized as injury or acute chemical exposure to personnel, fire or explosion,

environmental release, or hazardous weather conditions.

16.2 Responsibilities

Site Emergency Coordinator - The HSO, or his/her alternate, will serve as the Site Emergency

Coordinator and shall implement emergency procedures whenever conditions warrant such

action. The Site Emergency Coordinator will be responsible for assuring the evacuation,

emergency treatment, emergency transport of site personnel, and notification of emergency

units and the appropriate management staff. Emergency response instructions will be provided

by the HSO as part of every employee's training prior to the start of work.

Employees - All employees at the site will be familiar with emergency response procedures for

this work location.

16.3 Evacuation

In the event of an emergency situation, an air horn or vehicle horn will be sounded three times

indicating the initiation of evacuation procedures. Loud voice command, if appropriate, can be

used. All personnel will evacuate and assemble at the site entrance. No one, except the

emergency responders, will be allowed to proceed into the area once the emergency signal has

been given. The Site Emergency Coordinator will ensure that access for emergency equipment

is provided and that all sources of combustion (e.g., operating machinery, etc.) have been shut

down once the alarm has been sounded. Wind direction will be taken into consideration for

evacuation plans. Evacuation plans will be discussed at the initial Site-Specific Training and as

needed at the regular safety briefings.

In all situations, when an on-site emergency results in an evacuation, personnel shall not

re-enter until:

The conditions resulting in the emergency have been corrected.

The hazards have been reassessed.

This HASP has been reviewed.

Site personnel have been briefed on any changes to this HASP.

16.4 Emergency Contacts/Notification System

The fire department and other emergency response groups will be notified by telephone of the

emergency as soon as possible. An emergency telephone numbers list is presented as Table 5

in this HASP. This list will either be posted prominently at the site or will be made readily

available to all personnel all of the time.

16.5 Emergency Medical Treatment

Personnel Injury - In case of injury to personnel, the HSO or his/her alternate will immediately



Brooklyn, New York


administer emergency first aid. The ambulance/rescue squad will also be contacted as

necessary. Some situations may require transport of the injured parties by automobile.

Therefore, maps/directions to the nearest hospital are provided as Figure 2. Figure 2 will either

be posted at the site, or will be made readily available to all personnel all of the time.

Personnel Exposure – Emergency first aid procedures to be followed are:

Skin Contact: Use copious amounts of soap and water. Wash/rinse affected areas

thoroughly, and then provide appropriate medical attention. Rinse eyes with water for

at least 15 minutes.

Inhalation: Move to fresh air and/or, if necessary decontaminate and transport to

emergency medical facility.

Ingestion: Decontaminate and transport to emergency medical facility.

Puncture/Laceration: Decontaminate, if possible, and transport to emergency medical

facility.

16.6 Fire or Explosion

Appropriate fire extinguishers will be made available at the site for trained personnel to use on

insipient stage fires without endangering the safety and health of those nearby. If the use of

fire extinguishers will not extinguish the fire, immediately notify the fire department, sound the

evacuation signal, and then evacuate the area, assembling at the site entrance to be accounted

for and to receive further instruction.

16.7 Spills/Leaks

Control or stop the spread of minor chemical spills or contamination by utilizing the appropriate

materials (absorbents, etc.), if possible. If the release is significant, or highly hazardous,

immediately notify the appropriate response groups, sound the evacuation signal, evacuate the

area, and assemble at the site entrance to be accounted for and to receive further instruction.

16.8 Adverse Weather Conditions

In the event of severe weather (rain, snow, sleet, heat, etc.), conditions will be assessed on

site to determine if the work can proceed safely. If it is determined that the weather poses a

significant hazard, site operations will be stopped and rescheduled. Some of the items to be

considered prior to determining if work should continue include:

Potential for heat stress and heat-related injuries.

Potential for cold stress and cold-related injuries.

Treacherous weather-related working conditions including thunder storms. When

thunderstorms do occur, work is to cease immediately while personnel seek shelter.

Work cannot resume until 30 minutes after the last thunder clap.

Limited visibility.



Brooklyn, New York


16.9 Underground Utilities

In the event a utility is encountered or disturbed during subsurface work, follow these

procedures:

Immediately stop work;

Leave the work area and retreat to a safe area;

Call 911, if necessary;

Contact the client representative and owner and operator of the property; and

Immediately notify the Langan PM, HSC and Langan Incident/Injury Hotline.

16.10 Documentation

Immediately following an incident or near miss, unless emergency medical treatment is

required, either the employee or a coworker must contact the Langan Incident/Injury Hotline at

1-(800)-9-LANGAN (ext. #4699) and the client representative to report the incident or near miss.

For emergencies involving personnel injury and/or exposure, the HSO and affected employee

will complete and submit an Employee Exposure/Injury Incident Report (Attachment C) to the

Langan Corporate Health and Safety Manager as soon as possible following the incident.

17.0 CONFINED SPACE ENTRY

Confined spaces are not anticipated at the Site during planned construction activities. If

confined spaces are identified, the contractor must implement their own confined space

program that all applicable federal, state and local regulations. Confined spaces will not be

entered by Langan personnel.



Brooklyn, New York


18.0 HASP ACKNOWLEDGEMENT FORM

All Langan personnel and contractors will sign this HASP Compliance Agreement indicating that

they have become familiar with this HASP and that they understand it and agree to abide by it.

Printed Name Signature Company Date

TABLES

TABLE 1

TASK HAZARD ANALYSES

Task Hazard Description Control Measures First Aid

1.3.1

–

1.3.8

Contaminated Soil or

Groundwater-

Dermal Contact

Contaminated water spills on skin,

splashes in eyes; contact with

contaminated soil/fill during construction

activities or sampling.

Wear proper PPE; follow safe practices, maintain safe distance

from construction activities

See Table 2, seek

medical attention as

required

1.3.1

–

1.3.8

Lacerations,

abrasions, punctures

Cutting bailer twine, pump tubing, acetate

liners, etc. with knife; cuts from sharp site

objects or previously cut piles, tanks, etc.;

Using tools in tight spaces

Wear proper PPE; follow safe practices Clean wound, apply

pressure and/or

bandages; seek medical

attention as required.

1.3.1

–

1.3.8

Contaminated Media

Inhalation

Opening drums, tanks, wells; vapors for

non-aqueous phase liquids or other

contaminated site media; dust inhalation

during excavation; vapor accumulation in

excavation

Follow air monitoring plan; have quick access to respirator, do

not move or open unlabeled drums found at the site, maintain

safe distance from construction activities

See Table 2, seek

medical attention as

required

1.3.1

–

1.3.8

Lifting Improper lifting/carrying of equipment and

materials causing strains

Follow safe lifting techniques;

Langan employees are not to carry contractor equipment or

materials

Rest, ice, compression,

elevation; seek medical

attention as required

1.3.1

–

1.3.8

Slips, trips, and falls Slips, trips and falls due to uneven

surfaces, cords, steep slopes, debris and

equipment in work areas

Good housekeeping at site; constant awareness and focus on

the task; avoid climbing on stockpiles; maintain safe distance

from construction activities and excavations; avoid elevated

areas over six feet unless fully accredited in fall protection and

wearing an approved fall protection safety apparatus

Rest, ice, compression,

elevation; seek medical

attention as required

1.3.1

–

1.3.8

Noise Excavation equipment, hand tools, drilling

equipment.

Wear hearing protection; maintain safe distance from

construction activities

Seek medical attention

as required

1.3.1

–

1.3.8

Falling objects Soil material, tools, etc. dropping from drill

rigs, front-end loaders, etc.

Hard hats to be worn at all times while in work zones; maintain

safe distance from construction activities and excavations


as required

1.3.1

–

1.3.6

Underground/

overhead utilities

Excavation equipment, drill rig auger

makes contact with underground object;

boom touches overhead utility

"One Call" before dig; follow safe practices; confirm utility

locations with contractor; wear proper PPE; maintain safe

distance from construction activities and excavations


as required

1.3.1

–

1.3.8

Insects (bees,

wasps, hornet,

mosquitoes, and

spider)

Sings, bites Insect Repellent; wear proper protective clothing (work boots,

socks and light colored pants);field personnel who may have

insect allergies (e.g., bee sting) should provide this information

to the HSO or FSO prior to commencing work, and will have

allergy medication on Site.


as required

1.3.1

–

1.3.8

Vehicle traffic /

Heavy Equipment

Operation

Vehicles unable to see workers on site,

operation of heavy equipment in tight

spaces, equipment failure, malfunctioning

alarms

Wear proper PPE, especially visibility vest; use a buddy system

to look for traffic; rope off area of work with cones and caution

tape or devices at points of hazard, maintain safe distance from

construction activities and equipment


as required

TABLE 2

CONTAMINANT HAZARDS OF CONCERN

Task Contaminant CAS

Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site

Route of Exposure Symptoms First Aid

1.3.1 –

1.3.8

1,2,4,5-Tetramethylbenzene 95-93-2 NA None

None

Groundwater

Soil

inhalation, skin

absorption, ingestion,

skin and/or eye contact

irritation to the eyes,

skin, nose, throat,

respiratory system;

bronchitis; hypochromic

anemia; headache,

drowsiness, lassitude

(weakness,

exhaustion), dizziness,

nausea, incoordination;

vomiting, confusion;

chemical pneumonitis

(aspiration liquid)

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,2,3-Trichlorobenzene

Vic- Trichlorobenzene

1,2,6- Trichlorobenzene

87-61-6 PID 5 ppm

None

Groundwater

Soil

Vapor

inhalation, skin



irritation eyes, skin,

mucous membrane; In

Animals: liver, kidney

damage; possible

teratogenic effects

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,2,4-Trichlorobenzene

Unsym-Trichlorobenzene

1,2,4-Trichlorobenzol

1,2,4,5-Trichlorbenzene

120-82-1 NA None

None

Groundwater

Soil

Vapor

inhalation, skin




mucous membrane; In


damage; possible

teratogenic effects

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

1,2,4-Trimethylbenzene 95-63-6 PID None

None

Groundwater

Soil

Vapor

inhalation, ingestion,



skin, nose, throat,

respiratory system;


anemia; headache,


(weakness,





(aspiration liquid)

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,3,5-Trimethylbenzene

Mesitylene

sym-Trimethylbenzene

108-67-8 PID None

None

Groundwater

Soil

Vapor




skin, nose, throat,

respiratory system;


anemia; headache,


(weakness,





(aspiration liquid)

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1.2-Dibromoethane

Ethylene Dibromide

Ethylene bromide

Glycol dibromide

106-93-4 PID 20 ppm

100 ppm

Groundwater

Soil

Vapor

inhalation, skin




respiratory system;

dermatitis with

vesiculation; liver,

heart, spleen, kidney

damage; reproductive

effects; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Dibromochloromethane

Dibromo(chloro)methane

Chlorodibromomethane

Monochlorodibromomethane

124-48-1 PID NA

NA

inhalation, skin




respiratory system;

dermatitis with

vesiculation; liver,

heart, spleen, kidney

damage; reproductive

effects; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,2-Dibromo-3-chloropropane 96-12-8 PID None

None

Groundwater

Soil

Vapor

inhalation, skin




nose, throat;

drowsiness; nausea,

vomiting; pulmonary

edema; liver, kidney

injury; sterility;

[potential occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,1-Dichloroethane

Asymmetrical dichloroethane

Ethylidene chloride

1,1-Ethylidene dichloride

1,1-DCA

75-34-3 PID 100 ppm

3000 ppm

Groundwater

Soil

Vapor



irritation to the skin;

central nervous system

depression; liver,

kidney, lung damage

Eye: Irrigate

immediately

Skin: Soap flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,2-Dichlorobenzene 95-50-1 PID 50 ppm

200 ppm

Groundwater

Soil

Vapor

inhalation, skin



irritation to the eye,

swelling periorbital

(situated around the

eye); profuse rhinitis;

headache, anorexia,

nausea, vomiting;

weight loss, jaundice,

cirrhosis; in animals:

liver, kidney injury;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

p-Diethylbenzene

1,4-Diethyl benzene

105-05-5 PID None

None

Groundwater

Soil

Vapor




skin, respiratory

system; skin burns; in

animals: central

nervous system

depression

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

p-Dichlorobenzene

p-DCB

1,4-Dichlorobenzene

para-Dichlorobenzene

Dichlorocide

106-46-7 PID 75 ppm

150 ppm

Groundwater

Soil

Vapor

inhalation, skin







headache, anorexia,

nausea, vomiting;





carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

trans-1,4-Dichloro-2-butene 110-57-6 PID None

None

Groundwater

Soil

Vapor




skin, respiratory system

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,3-Dichlorobenzene

1,3-Dichlorobenzene; m-

Dichlorobenzol;

m-Phenylene dichloride

541-73-1 PID None

None

Groundwater

Soil

Vapor

inhalation, skin







headache, anorexia,

nausea, vomiting;





carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

2-Butanone,

Ethyl methyl ketone

MEK

Methyl acetone

Methyl ethyl ketone

78-93-3 PID 200 ppm

3000 ppm

Soil

Groundwater

Vapor




skin, nose; headache;

dizziness; vomiting;

dermatitis

Eye: Irrigate

immediately

Skin: Water wash

immediately

Breathing: Fresh

air

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

2-Hexanone

Butyl methyl ketone

MBK

Methyl butyl ketone

Methyl n-butyl ketone

591-78-6 PID 100 ppm

1600 ppm

Groundwater

Soil

Vapor

inhalation, skin




nose; peripheral

neuropathy: lassitude

(weakness,

exhaustion),

paresthesia; dermatitis;

headache, drowsiness

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

2,4-Dinitrophenol

1-hydroxy-2,4-dinitrobenzene

51-28-5 PID None

None

Groundwater

Soil




nose, throat; headache,

dizziness, central

nervous system

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

2,4-Dimethylphenol

2,4-Xylenol

m-Xylenol

1-Hydroxy-2,4-

dimethylbenzene

2,4-Dimethylphenol

4-Hydroxy-1,3-

dimethylbenzene

4,6-Dimethylphenol

1,3-Dimethyl-4-hydroxybenze

105-67-9 None NA

NA

Groundwater

Soil

Vapor




skin, mucous

membrane; headache,

narcosis, coma;

dermatitis; in animals:

liver, kidney damage

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

2,4-Dichlorophenol 120-83-2 PID NA

NA

Groundwater

Soil


skin and/or eye

contact, in


skin, mucous

membrane, nose,

throat, respiratory

system; ingestion:

burning sensation,

abdominal pain, tremor,

weakness, convulsion,

labored breathing,

shock or collapse

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

4-Isopropyltoulene

1-Methyl-4-(1-

methylethyl)benzene

4-Isopropyltoluene;

4-Methylcumene;

Paracymene

p-Cymene

p-Isopropyltoluene

99-87-6 PID NA

NA

Soil

Groundwater

Vapor

inhalation, skin




skin, mucous

membrane; dermatitis;

headache, narcosis,

coma

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

2-Methylnaphthalene

β-methylnaphthalene

91-57-6 PID NA

NA

Groundwater

Soil

Vapor

inhalation, ingestion or

skin absorption, eye

contact

irritation to the skin,

eyes, mucous

membranes and upper

respiratory tract. It may

also cause headaches,

nausea, vomiting,

diarrhea, anemia,

jaundice, euphoria,

dermatitis, visual

disturbances,

convulsions and

comatose

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Acenaphthene

1,2-Dihydroacenaphthylene

1,8-Ethylenenaphthalene

peri-Ethylenenaphthalene

Naphthyleneethylene

Tricyclododecapentaene

83-32-9 PID NA

NA

Soil inhalation, ingestion,

skin and/or eye

contact,


eyes, mucous

membranes and upper

respiratory tract; If

ingested, it can cause

vomiting

Eye: Irrigate

immediately

Skin: Soap wash

immediately, if

redness or

irritation develop,

seek medical

attention

immediately

Breathing: Move

to fresh air

Swallow: do not

induce vomiting,

seek medical

attention

immediately

1.3.1 –

1.3.8

Acenaphthylene

Cycopental(de)naphthalene,

Acenaphthalene

208-96-8 PID NA

NA




eyes, mucous

membranes and upper

respiratory tract

Eye: Irrigate

immediately, seek

medical attention

immediately,

Skin: Soap wash

immediately, if

redness or

irritation develop,

seek medical

attention

immediately

Breathing: Move

to fresh air

Swallow: do not

induce vomiting,

seek medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Acetone

Dimethyl ketone

Ketone propane

2-Propanone

67-64-1 PID 1000 ppm

2500 ppm

Groundwater

Soil




nose, throat; headache,

dizziness, central

nervous system

depression; dermatitis

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Acrylonitrile

Acrylonitrile monomer

AN

Cyanoethylene

Propenenitrile

2-Propenenitrile

VCN, Vinyl cyanide

107-13-1 PID 1 ppm

85 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin; asphyxia;

headache; sneezing;

nausea, vomiting;

lassitude (weakness,

exhaustion), dizziness;

skin vesiculation;

scaling dermatitis;


carcinogen]

Eye: Irrigate

immediately

Skin: Water wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Aldrin

1,2,3,4,10,10-Hexachloro-

1,4,4a,5,8,8a-hexahydro-endo-

1,4-exo-5,8-

dimethanonaphthalene

HHDN

Octalene

309-00-2 PID 0.25 ppm

5 ppm

Groundwater

Soil

Vapor

inhalation, skin



headache, dizziness;

nausea, vomiting,

malaise (vague feeling

of discomfort);

myoclonic jerks of

limbs; clonic, tonic

convulsions; coma;

hematuria (blood in the

urine), azotemia;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Anthracene 120-12-7 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Soil inhalation, skin or eye

contact, ingestion


eyes, mucous

membranes and upper

respiratory tract,

abdominal pain if

ingested.

Eye: Irrigate

immediately, seek

medical attention

immediately,

Skin: Soap wash

immediately,

Breathing: Move

to fresh air, refer

to medical

attention;

Swallow: refer to

medical attention

1.3.1 –

1.3.8

Bromobenzene

Monobromobenzene

Phenyl bromide

108-86-1 PID None

None

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, respiratory

system; dizziness;

headache, nausea,

staggered gait;


exhaustion) [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Benzene

Benzol

Phenyl hydride

71-43-2 PID 3.19

mg/m3

1,595

mg/mg3

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, respiratory

system; dizziness;

headache, nausea,

staggered gait;


exhaustion) [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Benzo(a)anthracene

Benzanthracene

Benzanthrene

1,2-Benzanthracene

Benzo[b]phenanthrene

Tetraphene

56-55-3 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil

inhalation, skin or eye

contact, ingestion

dermatitis, bronchitis,


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Benzo(a)pyrene 50-32-8 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)


contact, ingestion

dermatitis, bronchitis,


carcinogen]

Eye: Irrigate

immediately, seek

medical attention

Skin: Soap wash

immediately;

Breathing: move

to fresh air;

Swallow: Induce

vomiting if

conscious, seek

medical attention

immediately

1.3.1 –

1.3.8

Benzo(b)fluoranthene 205-99-2 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)


contact, ingestion

irritation to eyes and

skin, respiratory

irritation(dizziness,

weakness, fatigue,

nausea, headache)

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Benzo(g,h,i)perylene 191-24-2 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)


contact, ingestion

NA Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Benzo(k)fluoranthene 207-08-9 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)


contact, ingestion


skin, respiratory

irritation (dizziness,

weakness, fatigue,

nausea, headache)

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Bromodichloromethane

dichlorobromomethane

75-27-4 None NA

NA

Groundwater

Soil

Vapor


contact, ingestion

irritation of the skin,

eyes, mucous

membranes and

respiratory tract,

narcosis, nausea,

dizziness and headache

Eye: Irrigate

immediately

(liquid)

Skin: Water flush

immediately

(liquid)

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Bromoform

Methyl tribromide

Tribromomethane

75-25-2 PID 0.5 ppm

850 ppm

Groundwater

Soil

Vapor

inhalation, skin




respiratory system;


depression; liver,

kidney damage

Eye:Irrigate

immediately

Skin:Soap wash

promptly

Breathing:Respirat

ory support

Swallow:Medical

attention

immediately

1.3.1 –

1.3.8

Methyl Bromide

Bromomethane

Monobromomethane

74-83-9 PID 20 ppm

250 ppm

Soil

Groundwater

Vapor

inhalation, skin

absorption (liquid), skin

and/or eye contact

(liquid)


skin, respiratory

system; muscle weak,

incoordination, visual

disturbance, dizziness;

nausea, vomiting,

headache; malaise

(vague feeling of

discomfort); hand

tremor; convulsions;

dyspnea (breathing

difficulty); skin

vesiculation; liquid:

frostbite; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

(liquid)

Skin: Water flush

immediately

(liquid)

Breathing:

Respiratory

support

1.3.1 –

1.3.8

Carbazole

9-azafluorene

Dibenzopyrrole

Diphenylenimine

diphenyleneimide

86-74-8 None NA

NA

Soil inhalation, skin

absorption (liquid), skin

and/or eye contact


skin, respiratory

irritation

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Carbon disulfide

Carbon bisulfide

75-15-0 PID 20 ppm

500 ppm

Soil

Groundwater

Vapor


contact, ingestion



Eye: Irrigate

immediately

(liquid)

Skin: Water flush

immediately

(liquid)

Breathing:

Respiratory

support

1.3.1 –

1.3.8

Carbon tetrachloride

Carbon chloride

Carbon tet

Freon® 10

Halon® 104

Tetrachloromethane

56-23-5 PID 10 ppm

200 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin; central nervous

system depression;

nausea, vomiting; liver,

kidney injury;

drowsiness, dizziness,

incoordination;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Chlorobenzene

benzene chloride

monochlorobenzene

Phenyl chloride

Chlorobenzol

MCB

108-90-7 PID 75 ppm

1000 ppm

Groundwater

Soil

Vapor


contact, ingestion


skin, nose; drowsiness,

incoordination; central

nervous system

depression; in animals:

liver, lung, kidney injury

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Chloroform

Methane trichloride

Trichloromethane

67-66-3 None 50 ppm

500 ppm

Groundwater

Soil

inhalation, skin




skin; dizziness, mental

dullness, nausea,

confusion; headache,


exhaustion);

anesthesia; enlarged

liver; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Chlordane

Chlordan

Chlordano

1,2,4,5,6,7,8,8-Octachloro-

3a,4,7,7a-tetrahydro-4,7-

methanoindane

57-74-9 None 0.5 mg/m3

100

mg/m3

Groundwater

Soil

inhalation, skin



Blurred vision;

confusion; ataxia,

delirium; cough;

abdominal pain, nausea,

vomiting, diarrhea;

irritability, tremor,

convulsions; anuria

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Cis-Chlordane

a-Chlordane

cis-Chlordan

CIS-CHLORDANE

Chlordane

cis-;Chlordane

cis;ALPHA-CHLORDAN

Chlordan,

cis-;ALPHA-CHLORDANE

;alpha(cis)-chlordane

α-chlordane solution

5102-71-

9

None 0.5 mg/m3

100

mg/m3

Groundwater

Soil

inhalation, skin



Blurred vision;

confusion; ataxia,

delirium; cough;


vomiting, diarrhea;


convulsions; anuria

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Trans-Chlordane

gamma-Chlordane

5103-74-

2

None 0.5 mg/m3

100

mg/m3

Groundwater

Soil

inhalation, skin



Blurred vision;

confusion; ataxia,

delirium; cough;


vomiting, diarrhea;


convulsions; anuria

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Methyl Chloride

Chloromethane

Monochloromethane

74-87-3 NA 100 ppm

2000 ppm

Groundwater

Soil

inhalation, skin and/or

eye contact

dizziness, nausea,

vomiting; visual

disturbance, stagger,

slurred speech,

convulsions, coma;

liver, kidney damage;

liquid: frostbite;

reproductive,

teratogenic effects;


carcinogen]

Eye: Frostbite

Skin: Frostbite

Breathing:

Respiratory

support

1.3.1 –

1.3.8

Chrysene

Benzo[a]phenanthrene

1,2-Benzphenanthrene

218-01-9 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil

inhalation, absorption,

ingestion,

consumption

irritation to eye, skin,

and respiratory,

gastrointestinal irritation

nausea, vomit, diarrhea


carcinogen]

Eyes: Irrigate

immediately

Skin: Soap wash

promptly.

Breath:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,2-Dichloroethylene

1,2-DCE

cis-1,2-Dichloroethylene

mixture of cis and trans

Acetylene dichloride

cis-Acetylene dichloride

trans-Acetylene dichloride

sym-Dichloroethylene

cis- 1,2-Dichloroethene

Trans-1,2-Dichloroethylene,

tDCE

cDCE

cis-1,2-Dichloroethene

540-59-0 PID 200 ppm

4000 ppm

Groundwater

Soil

Vapor




respiratory system;


depression

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Trans-1,2-Dichlorethylene 156-60-5 PDI None

None

Groundwater

Soil

Vapor




respiratory system;


depression

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,2,3-Trichloropropane

Allyl trichloride

Glycerol trichlorohydrin

Glyceryl trichlorohydrin

Trichlorohydrin

96-18-4 PID 50 ppm

100 ppm

Groundwater

Soil

Vapor

inhalation, skin



irritation eyes, nose,

throat; central nervous

system depression; In


injury; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,1-Dichloropropane

Propylidene chloride

78-99-9 PID None

None

Groundwater

Soil

Vapor




respiratory system;


depression

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

2,2-Dichloropropane 594-20-7 PID None

None

Groundwater

Soil

Vapor




respiratory system;


depression

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

1,3-Dichloropropane 142-28-9 PID None

None

Groundwater

Soil

Vapor




respiratory system;


depression

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Propylene dichloride

Dichloro-1,2-propane

1,2-Dichloropropane

78-87-5 PID 75 ppm

400 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, respiratory

system; drowsiness,

dizziness; liver, kidney

damage; in animals:


depression; [potential

occupational

carcinogen]

irritation to the

eyes, skin,

respiratory

system;

drowsiness,

dizziness; liver,

kidney damage; in

animals: central

nervous system

depression;

[potential

occupational

carcinogen]

1.3.1 –

1.3.8

trans-1,3-Dichloropropene 10061-

02-6

PID NA

NA

Groundwater

Soil

Vapor

inhalation, skin




skin, respiratory

system; eye, skin

burns; lacrimation

(discharge of tears);

headache, dizziness; in

animals; liver, kidney

damage; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

1,3-Dichloropropene

AQL Agrocelhone

Cis-1,3-Dichlorpropene

DD92

1,3-D

Dorlone, Nematox, Telone,

Nemex, cis-Dichloropropene

Di-Trapex CP, Vorlex 20

dichloro-1,3-propene

1,3-dichloro-1-propene

1,3-dichloro-2-propene, alpha-

chloroallylchloride

Chloroallylchloride

gamma-chloroallylchloride,

chloroallyl chloride

chloroorpropenyl chloride

1,3-dichloropropylene

3-D, DCP

3-Chloroallyl chloride

542-75-6 PID NA

NA

Groundwater

Soil

Vapor

inhalation, skin




skin, respiratory

system; eye, skin

burns; lacrimation


headache, dizziness; in

animals; liver, kidney

damage; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Dieldrin

HEOD

1,2,3,4,10,10-Hexachloro-6,7-

epoxy-1,4,4a,5,6,7,8,8a-

octahydro-1,4-endo

exo-5,8-dimethanonaphthalene

60-57-1 PID 0.25

mg/m3

50 mg/m3

Groundwater

Soil

Water

inhalation, skin




nausea, vomiting,


of discomfort),

sweating; myoclonic

limb jerks; clonic, tonic

convulsions; coma;


carcinogen]; in animals:

liver, kidney damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Dioxane

Diethylene dioxide

Diethylene ether

Dioxan

p-Dioxane

1,4-Dioxane

123-91-1 PID 100 ppm

500 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, throat;

drowsiness, headache;

nausea, vomiting; liver

damage; kidney failure;


carcinogen]

Eye: Irrigate

immediately

Skin: Water wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

m-Cresol

3-methylphenol

meta-Cresol

3-Cresol

m-Cresylic acid

1-Hydroxy-3-methylbenzene

3-Hydroxytoluene

3-Methylphenol

108-39-4 PID 5 ppm

250 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, mucous

membrane; central

nervous system

effects: confusion,

depression, resp failure;

dyspnea (breathing

difficulty), irreg rapid

resp, weak pulse; eye,

skin burns; dermatitis;

lung, liver, kidney,

pancreas damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

o-Cresol

ortho-Cresol

2-Cresol

o-Cresylic acid


2-Hydroxytoluene

2-Methyl phenol

2-Methylphenol

95-48-7 PID 5 ppm

250 pppm

Groundwater

Soil

Vapor

inhalation, skin




skin, mucous

membrane; central

nervous system

effects: confusion,


dyspnea (breathing





pancreas damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

p-Cresol

para-Cresol

4-Cresol

p-Cresylic acid


4-Hydroxytoluene

4-Methylphenol

106-44-5 PID 5 ppm

250 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, mucous

membrane; central

nervous system

effects: confusion,


dyspnea (breathing





pancreas damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Cumene

Cumol

Isopropylbenzene

2-Phenyl propane

98-82-8 PID 50 ppm

900 ppm

Groundwater

Soil

inhalation, skin




skin, mucous


headache, narcosis,

coma

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Dibenzo(a,h)anthracene 53-70-3 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil


ingestion,

consumption

irritation to eyes, skin,

respiratory, and

digestion [potential

occupational

carcinogen]

Eyes: Irrigate

immediately

Skin: Soap wash

promptly.

Breath:

Respiratory

support

PID Swallow:

Medical attention

immediately

1.3.1 –

1.3.8

Dibenzofuran 132-64-9 None NA

NA

Soil inhalation, absorption irritation to eyes, and

skin

Eyes: Irrigate

immediately

Skin: Soap wash

promptly.

1.3.1 –

1.3.8

Dimethyl phthalate

dimethyl benzene-1,2-

dicarboxylate

131-11-3 None 5 mg/m3

2000

mg/m3

Groundwater

Soil




upper respiratory

system; stomach pain

Eye: Irrigate

promptly

Skin: Wash

regularly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Bis(2-chloroethyl)ether

2,2-Dichlorethyl ether

1,1-Oxybis(2-chloro)ethane

Sym-Dichloroethyl ether

Diethylene glycol dichloride

111-44-4 PID 15 ppm

100 ppm

Groundwater

Soil

Vapor



Inhalation: Cough, sore

throat, nausea,

vomiting, burning

sensation, labor

breathing

Irritation: Redness, pain

Ingestion: Abdominal

pain, nausea, vomiting,

burning sensation

Eye: Irrigate

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Bis(2-ethylhexyl)phthalate

Di-sec octyl phthalate

DEHP

Di(2-ethylhexyl)phthalate

Octyl phthalate

117-81-7 None 5 mg/m3

5000

mg/m3

Groundwater

Soil

Vapor




mucous membrane; in

animals: liver damage;

teratogenic effects;


carcinogen

Eye: Irrigate

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Dibutyl phthalate

Di-n-butyl phthalate

Butyl phthalate

n-Butyl phthalate

1,2-Benzenedicarboxylic acid

dibutyl ester

o-Benzenedicarboxylic acid

dibutyl ester

DBP

Palatinol C, Elaol

Dibutyl-1,2-benzene-

dicarboxylate

84-74-2 None 5 mg/m3

4000

mg/m3

Groundwater

Soil

Vapor




upper respiratory

system, stomach

Eye: Irrigate

immediately

Skin: Wash

regularly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Dichlorodifluoromethane

Difluorodichloromethane,

Fluorocarbon 12, Freon® 12,

Genetron® 12, Halon® 122,

Propellant 12, Refrigerant 12

75-71-8 None 1000 pp,

15,000

ppm

Groundwater

Soil

Vapor


eye contact (liquid)

dizziness, tremor,

asphyxia,

unconsciousness,

cardiac arrhythmias,

cardiac arrest; liquid:

frostbite

Eye: Frostbite

Skin: Frostbite

Breathing:

Respiratory

support


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

4,4’-DDD

Dichlorodiphenyldichloroethan

e

1,1'-(2,2-Dichloroethylidene)bis

(4-chlorobenzene)

72-54-8 None NA

NA

Groundwater

Soil

inhalation, skin




skin; paresthesia

tongue, lips, face;

tremor; anxiety,

dizziness, confusion,


of discomfort),

headache, lassitude

(weakness,

exhaustion);

convulsions; paresis

hands; vomiting;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Ethyl chloride

Chloroethane

Hydrochloric ether

Monochloroethane

Muriatic ether

75-00-3 PID 1000 ppm

3800 ppm

Groundwater

Soil

Vapor

inhalation, skin

absorption (liquid),

ingestion (liquid), skin

and/or eye contact

incoordination,

inebriation; abdominal

cramps; cardiac

arrhythmias, cardiac

arrest; liver, kidney

damage

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Endosulfan sulfate

1,4,5,6,7,7-Hexachloro-5-

norbornene-2,3-dimethanol,

cyclic sulfate

6,7,8,9,10,10-

hexachloro01,5,5a,9,9a-

hexahydro-6,9-methano-2,4,3-

benzodioxathiepin-3,3-dioxide

1031-07-

8

None NA

NA

Groundwater

Soil

Vapor



Hypersensitive to

stimulation, sensation

of prickling, tingling or

creeping on skin.

Headache, dizziness,

nausea, vomiting,

incoordination, tremor,

mental confusion,

hyperexcitable state.

In severe cases:

convulsions, seizures,

coma and respiratory

depression.

Eye: Irrigate

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

DDT

4,4-DDT

p,p’-DDT

Dichlorodiphenyltrichloroethan

e

1,1,1-Trichloro-2,2-bis(p-

chlorophenyl)ethane

50-29-3 None 1 mg/m3

500

mg/m3

Groundwater

Soil

inhalation, skin




skin; paresthesia

tongue, lips, face;

tremor; anxiety,

dizziness, confusion,


of discomfort),

headache, lassitude

(weakness,

exhaustion);

convulsions; paresis

hands; vomiting;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

DDE

4,4-DDE

1,1-bis-(4-chlorophenyl)-2,2-

dichloroethene

Dichlorodiphenyldichloroethyle

ne

72-55-9 None NA

NA




Oral ingestion of food is

the primary source of

exposure for the

general population.

Acute and chronic

ingestion may cause

nausea, vomiting,

diarrhea, stomach pain,

headache, dizziness,

disorientation, tingling

sensation, kidney

damage, liver damage,

convulsions, coma, and

death. 4,4' DDE may

cross the placenta and

can be excreted in

breast milk

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Endosulfan

Benzoepin;

Endosulphan;

6,7,8,9,10-Hexachloro-

1,5,5a,6,9,9a-hexachloro-6,9-

methano-2,4,3-benzo-

dioxathiepin-3-oxide

Thiodan

115-29-7 None NA

NA

Groundwater

Soil

Vapor

inhalation, skin



irritation skin; nausea,

confusion, agitation,

flushing, dry mouth,

tremor, convulsions,

headache; in animals:

kidney, liver injury;

decreased testis weight

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Endrin,

1,2,3,4,10,10-Hexachloro-6,7-

epoxy-1,4,4a,5,6,7,8,8a-

octahydro-1,4-endo,endo-5,8-

dimethanonaphthalene;

Hexadrin

72-20-8 None 0.1 mg/m3

2 mg/m3

Soil

inhalation, skin



epileptiform

convulsions; stupor,


abdominal discomfort,

nausea, vomiting;

insomnia;

aggressiveness,

confusion; drowsiness,


exhaustion); anorexia;

in animals: liver damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Endrin ketone 53494-

70-5

None 0.1

mg/m3

2 mg/m3

Groundwater

Soil

inhalation, skin



epileptiform

convulsions; stupor,


abdominal discomfort,

nausea, vomiting;

insomnia;

aggressiveness,

confusion; drowsiness,


exhaustion); anorexia;

in animals: liver damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Ethyl benzene

Ethylbenzene

Ethylbenzol

Phenylethane

100-40-4 PID 435

mg/m3

3,472

mg/m3

Groundwater

Soil

Vapor




skin, mucous

membrane; headache;

dermatitis; narcosis,

coma

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Ethylene dichloride

1,2-Dichloroethane

Ethylene chloride

Glycol dichloride

1,2-DCA

107-06-2 PID 1 ppm

50 ppm

Groundwater

Soil

Vapor


skin absorption, skin

and/or eye contact


corneal opacity; central

nervous system

depression; nausea,

vomiting; dermatitis;

liver, kidney,

cardiovascular system

damage; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

p-Ethyltoluene

4-Ethyltoluene

1-ethyl-4-methyl-benzene

622-96-8 NA NA

NA

Soil ingestion, skin and/or

eye contact


skin, mucous

membrane; headache;

dermatitis; narcosis,

coma

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Fluoranthene

Benzo(j, k)fluorene

206-44-0 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil


contact, ingestion


skin, respiratory


weakness, fatigue,

nausea, headache)

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Fluorene 86-73-7 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)


contact, ingestion


skin, respiratory


weakness, fatigue,

nausea, headache)

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Heptachlor epoxide

1,4,5,6,7,8,8-Heptachloro-

3a,4,7,7a-tetrahydro-4,7-

methano-1H-indene

1024-57-

3

None 0.5 mg/m3

35 mg/m3

Groundwater

Soil

Vapor

inhalation, skin



In animals: tremor,

convulsions; liver

damage; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Hexachlorobenzene

Perchlorobenzene

Pentachlorophenylchloride

Benzene hexachloride

Phenyl perchloryl

HCB

BHC

118-74-1 NA NA

NA

Groundwater

Soil



Irritating to eyes, skin

and mucous

membranes. Prolonged

periods of ingestion

may cause cutaneous

porphyria

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Hexachlorocyclopentadiene 77-47-4 PID NA

NA

Groundwater

Soil

inhalation, skin



Irritation eyes, skin,

respiratory system;

eye, skin burns;

lacrimation (discharge

of tears); sneezing,

cough, dyspnea

(breathing difficulty),

salivation, pulmonary

edema; nausea,

vomiting, diarrhea; In


injury

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Hexachlorobutadiene

HCBD

Hexachloro-1,3-butadiene

1,3-Hexachlorobutadiene

Perchlorobutadiene

87-68-3 PID NA

NA

Groundwater

Soil

Vapor

inhalation, skin



In animals: irritation to

the eyes, skin,

respiratory system;

kidney damage;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Indeno(1,2,3-cd)pyrene 193-39-5 None 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil


ingestion,

consumption

irritation to eyes, skin,

respiratory, and

digestion [potential

occupational

carcinogen]

Eyes: Irrigate

immediately

Skin: Soap wash

promptly.

Breath:

Respiratory

support

Swallow: Medical

attention

immediately,

wash mouth with

water


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Methoxychlor

p,p'-

Dimethoxydiphenyltrichloroeth

ane

DMDT

Methoxy-DDT

2,2-bis(p-Methoxyphenyl)-

1,1,1-trichloroethane

1,1,1-Trichloro-2,2-bis-(p-

methoxyphenyl)ethane

72-43-5 None 15 mg/m3

5000

mg/m3

Groundwater

Soil

Vapor

inhalation, ingestion fasciculation, trembling,

convulsions; kidney,

liver damage; [potential

occupational

carcinogen]

Skin: Soap wash

Breathing: Fresh

air

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Methyl tert-butyl ether

MTBE

Methyl tertiary-butyl ether

Methyl t-butyl ether

tert-Butyl methyl ether

tBME

tert-BuOMe

1634-04-

4

PID NA

NA

Groundwater

Soil

Vapor




skin, nose, throat;

burning sensation in

chest; headache,

nausea, lassitude

(weakness,

exhaustion),

restlessness,

incoordination,

confusion, drowsiness;

vomiting, diarrhea;

dermatitis; chemical

pneumonitis (aspiration

liquid)

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Dibromomethane

Methylene bromide

Methylene dibromide

74-95-3 None None

None

Groundwater

Soil

Vapor

inhalation, skin




skin; lassitude

(weakness,

exhaustion),

drowsiness, dizziness;

numb, tingle limbs;

nausea; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Methylene Chloride

Dichloromethane

Methylene dichloride

75-09-2 PID 25 ppm

2300 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin; lassitude

(weakness,

exhaustion),

drowsiness, dizziness;

numb, tingle limbs;

nausea; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Methyl chloroform

Chlorothene

1,1,1-Trichloroethane


(stabilized)

1,1,1-TCA

71-55-6 PID 350 ppm

700 ppm

Groundwater

Soil

Vapor




skin; headache,


exhaustion), central

nervous system

depression, poor

equilibrium; dermatitis;

cardiac arrhythmias;

liver damage

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

1.3.1 –

1.3.8


1,1,2-TCA Ethane trichloride

β-Trichloroethane

Vinyl trichloride

79-00-5 PID 10 ppm

100 ppm

Groundwater

Soil

Vapor

inhalation, skin



irritation eyes, nose;


depression; liver,

kidney damage;

dermatitis

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

1.3.1 –

1.3.8

Naphthalene

Naphthalin

Tar camphor

White tar

91-20-3 PID 50 mg/m3

250 ppm

Groundwater

Soil

Vapor

inhalation, skin



irritation to the eyes;

headache, confusion,

excitement, malaise

(vague feeling of

discomfort); nausea,

vomiting, abdominal

pain; irritation bladder;

profuse sweating;

hematuria (blood in the

urine); dermatitis,

optical neuritis

Eye: Irrigate

immediately

Skin: Molten flush

immediately/solid-

liquid soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

n-Butylbenzene 104-51-8 PID NA

NA

Groundwater

Soil

Vapor




skin; dry nose, throat;

headache; low blood

pressure, tachycardia,

abnormal cardiovascular

system stress; central

nervous system,

hematopoietic

depression; metallic

taste; liver, kidney

injury

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

tert-Butylbenzene

t-Butylbenzene

2-Methyl-2-phenylpropane

Pseudobutylbenzene

Phenyltrimethylmethane

Dimethylethylbenzene

2-Phenyl-2-methylpropane

(1,1-Dimethylethyl)benzene

Trimethylphenylmethane

98-06-6 PID 10 ppm

NA

Groundwater

Soil

Vapor



eye, skin irritation; dry

nose, throat;

headaches; low blood

pressure, tachycardia;


system; central nervous

system depression;

hematopoietic

depression

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

n-Propylbenzene

Isocumene

Propylbenzene

1-Phenylpropane

1-Propylbenzene

Phenylpropane

103-65-1 PID NA

NA

Groundwater

Soil

Vapor




skin; dry nose, throat;

headache; low blood

pressure, tachycardia,


system stress; central

nervous system,

hematopoietic

depression; metallic

taste; liver, kidney

injury

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Nitrobenzene

Essence of mirbane

Nitrobenzol

Oil of mirbane

98-95-3 None 1 ppm

200 ppm

Groundwater

Soil

Vapor

inhalation, skin



irritation eyes, skin;

anoxia; dermatitis;

anemia;

methemoglobinemia; In


damage; testicular

effects

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Phenanthrene 85-01-8 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil


contact, ingestion


skin, respiratory


weakness, fatigue,

nausea, headache)

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Pyrene

benzo[def]phenanthrene

129-00-0 PID 0.2 mg/m3

80 mg/m3

(Coal

Pitch Tar)

Groundwater

Soil


contact, ingestion


skin, respiratory


weakness, fatigue,

nausea, headache)

Eye: Irrigate

immediately, refer

to medical

attention

Skin: Soap wash

immediately

Breathing: move

to fresh air

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Phenol

Carbolic acid

Hydroxybenzene,

Monohydroxybenzene

Phenyl alcohol

Phenyl hydroxide

108-95-2 PID 5 ppm

250 ppm

Groundwater

Soil

inhalation, skin




nose, throat; anorexia,

weight loss; lassitude

(weakness,

exhaustion), muscle

ache, pain; dark urine,


tremor, convulsions,

twitching

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Pentachlorophenol

PCP;

Penta;

2,3,4,5,6-Pentachlorophenol

87-86-5 PID 0.5 mg/m3

2.5 mg/m3

Groundwater

Soil

Vapor

inhalation, skin




nose, throat; sneezing,

cough; lassitude

(weakness,

exhaustion), anorexia,

weight loss; sweating;


nausea, vomiting;

dyspnea (breathing

difficulty), chest pain;

high fever; dermatitis

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,1’-Biphenyl,

Biphenyl,

Phenyl benzene

Diphenyl

92-52-4 None 1 mg/m3

100

mg/m3

Soil

Vapor

inhalation, skin




throat; headache,

nausea, lassitude

(weakness,

exhaustion), numb

limbs; liver damage

Eye: Irrigate

immediately

Skin: Water flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

sec-Butylbenzene 135-98-8 PID 10 ppm

100 ppm

Groundwater

Soil

inhalation, skin




nose, throat;

inhalation: nausea or

vomiting

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Styrene

Ethenyl benzene

Phenylethylene

Styrene monomer

Styrol

Vinyl benzene

100-42-5 PID 100 ppm

700 ppm

Groundwater

Soil

Vapor

inhalation, skin




nose, respiratory

system; headache,



confusion, malaise

(vague feeling of

discomfort),

drowsiness, unsteady

gait; narcosis; defatting

dermatitis; possible

liver injury; reproductive

effects

Eye: Irrigate

immediately

Skin: Water flush

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

1,1,1,2-Tetrachloroethane 630-20-6 PID None

None

Groundwater

Soil

Vapor



irritation eyes, skin;


exhaustion),

restlessness, irregular

respiration, muscle

incoordination; In

Animals: liver changes

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Tetrachloroethane

1,1,2,2-Tetrachloroethane

Acetylene tetrachloride

Symmetrical tetrachloroethane

79-34-5 PID 5 ppm

100 ppm

Groundwater

Soil

Vapor

inhalation, skin



nausea, vomiting,

abdominal pain; tremor

fingers; jaundice,

hepatitis, liver

tenderness; dermatitis;

leukocytosis (increased

blood leukocytes);

kidney damage;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Tetrachloroethylene

Perchlorethylene

Perchloroethylene

PCE

Perk

Tetrachlorethylene

Tetrachloroethene

127-18-4 PID 100 ppm

150 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, throat,

respiratory system;

nausea; flush face,

neck; dizziness,

incoordination;

headache, drowsiness;

skin erythema (skin

redness); liver damage;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

4-Chlorotoluene

p-Chlorotoluene

1-Chloro-4-methylbenzene

p-Tolyl chloride

106-43-4 PID None

None

Groundwater

Soil

Vapor

inhalation, skin




mucous membrane;

dermatitis; drowsiness,

incoordination,

anesthesia; cough;

liver, kidney injury

ye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

o-Chlorotoluene



2-Chlorotoluene

o-Tolyl chloride

95-49-8 PID None

None

Groundwater

Soil

Vapor

inhalation, skin




mucous membrane;

dermatitis; drowsiness,

incoordination,

anesthesia; cough;

liver, kidney injury

ye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Toluene

Methyl benzene

Methyl benzol

Phenyl methane

Toluol

108-88-3 PID 200 ppm

500 ppm

Groundwater

Soil

Vapor

inhalation, skin




nose; lassitude

(weakness,

exhaustion), confusion,

euphoria, dizziness,

headache; dilated

pupils, lacrimation


anxiety, muscle fatigue,

paresthesia; dermatitis

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Trichloroethylene

Ethylene trichloride

TCE

Trichloroethene

Trilene

79-01-6 PID 100 ppm

1000 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin; headache, visual

disturbance, lassitude

(weakness,


tremor, drowsiness,

nausea, vomiting;

dermatitis; cardiac

arrhythmias,

paresthesia; liver injury;


carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Trichlorofluoromethane

Fluorotrichloromethane

Freon® 11

Monofluorotrichloromethane

Refrigerant 11

Trichloromonofluoromethane

75-69-4 PID 1000 ppm

2000 ppm

Groundwater

Soil

Vapor



incoordination, tremor;

dermatitis; cardiac

arrhythmias, cardiac

arrest; asphyxia; liquid:

frostbite

Eye: Irrigate

immediately

Skin: Water flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Vinyl Chloride

Chloroethene

Chloroethylen

Ethylene monochloride

Monochloroethene

Monochloroethylene

VC

Vinyl chloride monomer (VCM)

75-01-4 PID 1 ppm

NA

Groundwater

Soil

Vapor


eye contact (liquid)


exhaustion); abdominal

pain, gastrointestinal

bleeding; enlarged liver;

pallor or cyanosis of

extremities; liquid:

frostbite; [potential

occupational

carcinogen]

Eye: Frostbite

Skin: Frostbite

Breathing:

Respiratory

support

1.3.1 –

1.3.8

Vinylidene chloride

1,1-DCE

1,1-Dichloroethene

1,1-Dichloroethylene

VDC

Vinylidene chloride monomer

Vinylidene dichloride

75-35-4 PID NA

NA

Groundwater

Soil

Vapor

inhalation, skin




skin, throat; dizziness,

headache, nausea,

dyspnea (breathing

difficulty); liver, kidney

disturbance;

pneumonitis; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Total PCBs Chlorodiphenyl

(42% chlorine)

Aroclor® 1242

PCB

Polychlorinated biphenyl

53469-

21-9

None 0.5 mg/m3

5 mg/m3

Groundwater

Soil

inhalation, skin




chloracne

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

o-Xylenes

1,2-Dimethylbenzene

ortho-Xylene

o-Xylol

95-47-6 PID 100 ppm

900 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, throat;

dizziness, excitement,

drowsiness,

incoordination,

staggering gait; corneal

vacuolization; nausea,

vomiting, abdominal

pain; dermatitis

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

m-Xylenes

1,3-Dimethylbenzene

m-Xylol

Metaxylene

108-38-3 PID 100 ppm

900 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, throat;


drowsiness,

incoordination,



vomiting, abdominal

pain; dermatitis

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

p-Xylenes

1,4-Dimethylbenzene

para-Xylene

p-Xylol

106-42-3 PID 100 ppm

900 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, throat;


drowsiness,

incoordination,



vomiting, abdominal

pain; dermatitis

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Total Xylenes

Dimethylbenzene

Xylol

1330-20-

7

PID 100 ppm

900 ppm

Groundwater

Soil

Vapor

inhalation, skin




skin, nose, throat;


drowsiness,

incoordination,



vomiting, abdominal

pain; dermatitis

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Gasoline 8006-61-

9

PID NA

NA

Groundwater

Soil

Vapor

inhalation, skin




skin, mucous


headache, lassitude

(weakness,

exhaustion), blurred

vision, dizziness,

slurred speech,

confusion, convulsions;


(aspiration liquid)

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Fuel Oil No. 2 68476-

30-2

PID NA

NA

Groundwater

Soil

Vapor




skin, nose, throat;


chest; headache,

nausea, lassitude

(weakness,

exhaustion),

restlessness,

incoordination,


vomiting, diarrhea;



liquid)

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Diesel

Fuel automotive diesel fuel oil

No. 2 distillate diesoline

diesel oil

diesel oil light

diesel oil No. 1-D

summer diesel

68334-

30-5

PID NA

NA

Groundwater

Soil

Vapor




skin, nose, throat;


chest; headache,

nausea, lassitude

(weakness,

exhaustion),

restlessness,

incoordination,


vomiting, diarrhea;



liquid)

Eye: Irrigate

immediately

Skin: Soap flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Aluminum 7429-90-

5

None 0.5

mg/m3

50 mg/m3

Soil inhalation, skin and/or

eye contact



Eye: Irrigate

immediately

Breathing: Fresh

air

1.3.1 –

1.3.8

Antimony 7440-36-

0

None 0.5 mg/m3

50 mg/m3

Groundwater

Soil



irritation skin, possible

dermatitis; resp

distress; diarrhea;

muscle tremor,

convulsions; possible

gastrointestinal tract

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Arsenic NA None 0.5 mg/m3

NA

Groundwater

Soil



irritation skin, possible

dermatitis; resp

distress; diarrhea;

muscle tremor,

convulsions; possible


Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Barium 10022-

31-8

None 0.5 mg/m3

50 mg/m3

Groundwater

Soil




skin, upper respiratory

system; skin burns;

gastroenteritis; muscle

spasm; slow pulse

Eye: Irrigate

immediately

Skin: Water flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Beryllium 7440-41-

7

None 0.002

mg/m3

4 mg/m3


eye contact

berylliosis (chronic

exposure): anorexia,

weight loss, lassitude

(weakness,

exhaustion), chest pain,

cough, clubbing of

fingers, cyanosis,

pulmonary

insufficiency; irritation

to the eyes; dermatitis;


carcinogen]

Eye: Irrigate

immediately

Breathing: Fresh

air

1.3.1 –

1.3.8

Cadmium 7440-43-

9

None 0.005

mg/m3

9 mg/m3

Soil inhalation, ingestion pulmonary edema,

dyspnea (breathing

difficulty), cough, chest

tightness, substernal

(occurring beneath the

sternum) pain;

headache; chills,

muscle aches; nausea,

vomiting, diarrhea;

anosmia (loss of the

sense of smell),

emphysema,

proteinuria, mild

anemia; [potential

occupational

carcinogen]

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Calcium 7440-70-

2

None NA Groundwater

Soil




skin, upper resp tract;

ulcer, perforation nasal

septum; pneumonitis;

dermatitis

Eye: Irrigate

immediately

Skin: Water flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Chromium

Hexavalent-

Trivalent-

7440-47-

3

None 1.0 mg/m3

250

mg/m3

Groundwater

Soil

inhalation

absorption

ingestion

irritation to eye, skin,

and respiratory

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Cobalt 7440-48-

4

None 0.1mg/m3

20 mg/m3



Cough, dyspnea


wheezing, decreased

pulmonary function;

weight loss; dermatitis;

diffuse nodular fibrosis;

resp hypersensitivity,

asthma

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Copper 7440-50-

8

None 1.0 mg/m3

100

mg/m3

Groundwater

Soil




nose, metallic taste;

dermatitis; anemia

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Cyanide 57-12-5 None 5 mg/m3

25 mg/m3

Groundwater

Soil



Exposure to cyanide

can cause weakness,

headaches, confusion,

dizziness, fatigue,

anxiety, sleepiness,

nausea and vomiting.

Breathing can speed up

then become slow and

gasping. Coma and

convulsions also occur.

If large amounts of

cyanide have been

absorbed by the body,

the person usually

collapses and death can

occur very quickly.

Long-term exposure to

lower levels of cyanide

can cause skin and

nose irritation, itching,

rashes and thyroid

changes.

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Iron 7439-89-

6

None 10 mg/m3

NA

Groundwater

Soil




skin, mucous

membrane; abdominal

pain, diarrhea, vomiting

Eye: Irrigate

immediately

Skin: Soap wash

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Lead 7439-92-

1

None 0.050

mg/m3

100

mg/m3

Groundwater

Soil




exhaustion), insomnia;

facial pallor; anorexia,

weight loss,

malnutrition;

constipation, abdominal

pain, colic; anemia;

gingival lead line;

tremor; paralysis wrist,

ankles; encephalopathy;

kidney disease;

irritation to the eyes;

hypertension

Eye: Irrigate

immediately

Skin: Soap flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Manganese 7439-96-

5

None 5 mg/m3

500

mg/m3

Groundwater

Soil

inhalation, ingestion aerosol is irritating to

the respiratory tract

Eye: Irrigate

immediately

Skin: Soap flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Magnesium 7439-95-

4

None 15 mg/m3

NA


eye contact


skin, respiratory

system; cough

Eye: Irrigate

immediately

Breathing: Fresh

air

1.3.1 –

1.3.8

Mercury 7439-97-

6

None 0.1 mg/m3

10 mg/m3

Groundwater

Soil

inhalation, skin




skin; cough, chest pain,

dyspnea (breathing

difficulty), bronchitis,

pneumonitis; tremor,

insomnia, irritability,

headache, lassitude

(weakness,

exhaustion); stomatitis,

salivation;

gastrointestinal

disturbance, anorexia,

weight loss; proteinuria

Eye: Irrigate

immediately

Skin: Soap wash

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Nickel 7440-02-

0

None NA

10 mg/m3

Groundwater

Soil

ion, ingestion, skin

and/or eye contact

sensitization dermatitis,

allergic asthma,


occupational

carcinogen]

Skin: Water flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Potassium 7440-09-

7

None NA

NA






eye: Causes eye burns.

Skin: Causes skin

burns. Reacts with

moisture in the skin to

form potassium

hydroxide and hydrogen

with much heat.

ingestion: Causes


burns.

inhalation: May cause

irritation of the

respiratory tract with

burning pain in the nose

and throat, coughing,

wheezing, shortness of

breath and pulmonary

edema. Causes

chemical burns to the

respiratory tract.

inhalation may be fatal

as a result of spasm,

inflammation, edema of

the larynx and bronchi,


and pulmonary edema.

Eyes: Get medical

aid immediately

Skin: Get medical

aid immediately.

Immediately flush

skin with plenty of

water for at least

15 minutes while

removing

contaminated

clothing and

shoes.

ingestion: If victim

is conscious and

alert, give 2-4 full

cups of milk or

water. Get

medical aid

immediately.

inhalation: Get

medical aid

immediately.


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Selenium 7782-49-

2

None 1 mg/m3

0.2 mg/m3




skin, nose, throat;

visual disturbance;

headache; chills, fever;

dyspnea (breathing

difficulty), bronchitis;

metallic taste, garlic

breath, gastrointestinal

disturbance; dermatitis;

eye, skin burns; in

animals: anemia; liver

necrosis, cirrhosis;

kidney, spleen damage

Eye: Irrigate

immediately

Skin: Soap wash

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Silver 7440-22-

4

None 0.01 mg/

m3

10 mg/m3



blue-gray eyes, nasal

septum, throat, skin;

irritation, ulceration

skin; gastrointestinal

disturbance

Eye: Irrigate

immediately

Skin: Water flush

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Sodium 7440-23-

5

None NA

NA

Groundwater

Soil

ion, ingestion, skin

and/or eye contact

sensitization dermatitis,

allergic asthma,


occupational

carcinogen]

Skin: Water flush

immediately

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Thallium 7440-28-

0

None 0.1 mg/m3

15 mg/m3

Groundwater

Soil

inhalation, skin



nausea, diarrhea,

abdominal pain,

vomiting; ptosis,

strabismus; peri

neuritis, tremor;

retrosternal (occurring

behind the sternum)

tightness, chest pain,

pulmonary edema;

convulsions, chorea,

psychosis; liver, kidney

damage; alopecia;

paresthesia legs

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Vanadium 7440-62-

2

None 0.1

mg/m3

15 mg/m3

Groundwater

Soil

inhalation, skin



nausea, diarrhea,

abdominal pain,

vomiting; ptosis,

strabismus; peri

neuritis, tremor;

retrosternal (occurring

behind the sternum)

tightness, chest pain,

pulmonary edema;

convulsions, chorea,

psychosis; liver, kidney

damage; alopecia;

paresthesia legs

Eye: Irrigate

immediately

Skin: Water flush

promptly

Breathing:

Respiratory

support

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Zinc 7440-62-

2

None 15 mg/m3

500

mg/m3

Groundwater

Soil

inhalation chills, muscle ache,

nausea, fever, dry

throat, cough; lassitude

(weakness,

exhaustion); metallic

taste; headache;

blurred vision; low back

pain; vomiting; malaise

(vague feeling of

discomfort); chest

tightness; dyspnea


rales, decreased

pulmonary function

Breathing:

Respiratory

support


Number

Monitoring

Device

PEL/

IDLH

Source of

Concentratio

n on Site


1.3.1 –

1.3.8

Non-Flammable Gas Mixture

CALGAS (Equipment

Calibration Gas :

Oxygen

Methane

Hydrogen Sulfide

Carbon Monoxide

Nitrogen

7782-44-

7

74-82-8

7783-08-

4

830-08-0

7727-37-

9

Multi-Gas

PID

NA/NA

NA/NA

10/100

ppm

50/1200

ppm

NA/NA

NA inhalation dizziness, headache,

and nausea

Breathing:

Respiratory

support

1.3.1 –

1.3.8

Potassium hydrogen phthalate 877-24-7 NA NA

NA

NA skin absorption,

ingestion, skin and/or

eye contact

nausea, diarrhea,

abdominal pain,

vomiting;

Skin: Water flush

promptly

Swallow: Medical

attention

immediately

1.3.1 –

1.3.8

Non-Flammable Gas Mixture

CALGAS (Equipment

Calibration Gas :

Oxygen

Isobutylene

Nitrogen

7782-44-

7

115-11-7

7727-37-

9

PID

NA/NA

NA/NA

NA/NA

NA inhalation dizziness, headache,

and nausea

Breathing:

Respiratory

support

EXPLANATION OF ABBREVIATIONS

PID = Photoionization Detector

PEL = Permissible Exposure Limit (8-hour Time Weighted Average

IDLH = Immediately Dangerous to Life and Health

ppm = part per million

mg/m3 = milligrams per cubic meter

500 mg/m3

TABLE 3

Summary of Monitoring Equipment

Instrument Operation Parameters

Photoionization

Detector (PID)

Hazard Monitored: Many organic and some inorganic gases and vapors.

Application: Detects total concentration of many organic and some inorganic gases and

vapors. Some identification of compounds is possible if more than one probe is

measured.

Detection Method: Ionizes molecules using UV radiation; produces a current that is

proportional to the number of ions.

General Care/Maintenance: Recharge or replace battery. Regularly clean lamp

window. Regularly clean and maintain the instrument and accessories.

Typical Operating Time: 10 hours. 5 hours with strip chart recorder.

Oxygen Meter Hazard Monitored: Oxygen (O2).

Application: Measures the percentage of O2 in the air.

Detection Method: Uses an electrochemical sensor to measure the partial pressure of

O2 in the air, and converts the reading to O2 concentration.

General Care/Maintenance: Replace detector cell according to manufacturer’s

recommendations. Recharge or replace batteries prior to explanation of the specified

interval. If the ambient air is less than 0.5% C O2 , replace the detector cell frequently.

Typical Operating Time: 8 – 12 hours.

Additional equipment (if needed, based on site conditions)

Combustible Gas

Indicator (CGI)

Hazard Monitored: Combustible gases and vapors.

Application: Measures the concentration of combustible gas or vapor.

Detection Method: A filament, usually made of platinum, is heated by burning the

combustible gas or vapor. The increase in heat is measured. Gases and vapors are

ionized in a flame. A current is produced in proportion to the number of carbon atoms

present.

General Care/Maintenance: Recharge or replace battery. Calibrate immediately before

use.

Typical Operating Time: Can be used for as long as the battery lasts, or for the

recommended interval between calibrations, whichever is less.

Flame Ionization

Detector (FID) with

Gas Chromatography

Option

(i.e., Foxboro Organic

Vapor Analyzer (OVA))

Hazard Monitored: Many organic gases and vapors (approved areas only).

Application: In survey mode, detects the concentration of many organic gases and

vapors. In gas chromatography (GC) mode, identifies and measures specific compounds.

In survey mode, all the organic compounds are ionized and detected at the same time.

In GC mode, volatile species are separated.

General Care/Maintenance: Recharge or replace battery. Monitor fuel and/or

combustion air supply gauges. Perform routine maintenance as described in the manual.

Check for leaks.

Typical Operating Time: 8 hours; 3 hours with strip chart recorder.

Potable Infrared (IR)

Spectrophotometer

Hazard Monitored: Many gases and vapors.

Application: Measures concentration of many gases and vapors in air. Designed to

quantify one or two component mixtures.

Detection Method: Passes different frequencies of IR through the sample. The

frequencies absorbed are specific for each compound.

General Care/Maintenance: As specified by the manufacturer.

Instrument Operation Parameters

Direct Reading

Colorimetric Indicator

Tube

Hazard Monitored: Specific gas and vapors.

Application: Measures concentration of specific gases and vapors.

Detection Method: The compound reacts with the indicator chemical in the tube,

producing a stain whose length or color change is proportional to the compound’s

concentration.

General Care/Maintenance: Do not use a previously opened tube even if the indicator

chemical is not stained. Check pump for leaks before and after use. Refrigerate before

use to maintain a shelf life of about 2 years. Check expiration dates of tubes. Calibrate

pump volume at least quarterly. Avoid rough handling which may cause channeling.

Aerosol Monitor Hazard Monitored: Airborne particulate (dust, mist, fume) concentrations

Application: Measures total concentration of semi-volatile organic compounds, PCBs,

and metals.

Detection Method: Based on light-scattering properties of particulate matter. Using an

internal pump, air sample is drawn into the sensing volume where near infrared light

scattering is used to detect particles.

General Care/Maintenance: As specified by the mfr. Also, the instrument must be

calibrated with particulates of a size and refractive index similar to those to be measured

in the ambient air.

Monitox Hazard Monitored: Gases and vapors.

Application: Measures specific gases and vapors.

Detection Method: Electrochemical sensor relatively specific for the chemical species

in question.

General Care/Maintenance: Moisten sponge before use; check the function switch;

change the battery when needed.

Gamma Radiation

Survey Instrument

Hazard Monitored: Gamma Radiation.

Application: Environmental radiation monitor.

Detection Method: Scintillation detector.

General Care/Maintenance: Must be calibrated annually at a specialized facility.

Typical Operating Time: Can be used for as long as the battery lasts, or for the

recommended interval between calibrations, whichever is less.

TABLE 4

INSTRUMENTATION ACTION LEVELS

Photoionization Detector Action Levels Action Required

Background to 5 ppm No respirator; no further action required

> 1 ppm but < 5 ppm for > 5 minutes 1. Temporarily discontinue all activities and

evaluate potential causes of the excessive

readings. If these levels persist and cannot be

mitigated (i.e., by slowing drilling or excavation

activities), contact HSO to review conditions and

determine source and appropriate response

action.

2. If PID readings remain above 1 ppm,

temporarily discontinue work and upgrade to

Level C protection.

3. If sustained PID readings fall below 1 ppm,

downgrading to Level D protection may be

permitted.

> 5 ppm but < 150 ppm for > 5 minutes 1. Discontinue all work; all workers shall move to

an area upwind of the jobsite.

2. Evaluate potential causes of the excessive

readings and allow work area to vent until VOC

concentrations fall below 5 ppm.

3. Level C protection will continue to be used until

PID readings fall below 1 ppm.

> 150 ppm Evacuate the work area

Notes: 1. 1 ppm level based on OSHA Permissible Exposure Limit (PEL) for benzene.

2. 5 ppm level based on OSHA Short Term Exposure Limit (STEL) maximum exposure

for benzene for any 15 minute period.

3. 150 ppm level based on NIOSH Immediately Dangerous to Life and Health (IDLH) for

tetrachloroethylene.

TABLE 5

EMERGENCY NOTIFICATION LIST

ORGANIZATION CONTACT TELEPHONE

Local Police Department NYPD 911

Local Fire Department NYFD 911

Ambulance/Rescue Squad NYFD 911

Hospital Woodhull Medical Center 911 or 718-963-8000

Langan Incident / Injury

Hotline

800-952-6426 ex 4699

Langan Project Manager Brian Gochenaur 347-320-2756 (cell)

Langan Health and Safety

Manager (HSM)

Tony Moffa 215-756-2523 (cell)

Langan Health & Safety

Officer (HSO)

William Bohrer 410-984-3068 (cell)

Langan Field Team Leader

(FTL)

To Be Determined

Client’s Representative Andrew Cantor 212-500-0774

National Response Center

(NRC)

800-424-8802

Chemical Transportation

Emergency Center

(Chemtrec)

800-424-9300

Center for Disease Control

(CDC)

404-639-3534

EPA (RCRA Superfund

Hotline)

800-424-9346

TSCA Hotline 202-554-1404

Poison Control Center 800-222-1222

Immediately following an incident or near miss, unless emergency

medical treatment is required, either the employee or a coworker must

contact the Langan Incident/Injury Hotline at 1-(800)-9-LANGAN (ext.

#4699).

TABLE 6

SUGGESTED FREQUENCY OF PHYSIOLOGICAL MONITORING

FOR FIT AND ACCLIMATED WORKERSA

Adjusted

Temperatureb

Normal Work

Ensemblec

Impermeable

Ensemble

90°F or above

(32.2°C) or above

After each 45 min.

of work

After each 15 min.

of work

87.5°F

(30.8°-32.2°C)

After each 60 min.

of work

After each 30 min.

of work

82.5°-87.5°F

(28.1°-30.8°C)

After each 90 min.

of work

After each 60 min.

of work

77.5°-82.5°F

(25.3°-28.1°C)

After each 120 min.

of work

After each 90 min.

of work

72.5°-77.5°F

(22.5°-25.3°C)

After each 150 min.

of work

After each 120 min.

of work

a For work levels of 250 kilocalories/hour.

b Calculate the adjusted air temperature (ta adj) by using this equation: ta adj oF = ta oF + (13 x % sunshine).

Measure air temperature (ta) with a standard mercury-in-glass thermometer, with the bulb shielded from

radiant heat. Estimate percent sunshine by judging what percent time the sun is not covered by clouds that

are thick enough to produce a shadow. (100 percent sunshine = no cloud cover and a sharp, distinct

shadow; 0 percent sunshine = no shadows.)

c A normal work ensemble consists of cotton coveralls or other cotton clothing with long sleeves and pants.

TABLE 7

HEAT INDEX

ENVIRONMENTAL TEMPERATURE (Fahrenheit)

70 75 80 85 90 95 100 105 110 115 120

RELATIVE

HUMIDITY APPARENT TEMPERATURE*

0% 64 69 73 78 83 87 91 95 99 103 107

10% 65 70 75 80 85 90 95 100 105 111 116

20% 66 72 77 82 87 93 99 105 112 120 130

30% 67 73 78 84 90 96 104 113 123 135 148

40% 68 74 79 86 93 101 110 123 137 151

50% 69 75 81 88 96 107 120 135 150

60% 70 76 82 90 100 114 132 149

70% 70 77 85 93 106 124 144

80% 71 78 86 97 113 136

90% 71 79 88 102 122

100% 72 80 91 108

*Combined Index of Heat and Humidity...what it "feels like" to the body

Source: National Oceanic and Atmospheric Administration

How to use Heat Index: Apparent Heat Stress Risk with Physical

1. Across top locate Environmental Temperature Temperature Activity and/or Prolonged

2. Down left side locate Relative Humidity Exposure

3. Follow across and down to find Apparent Temperature 90-105 Heat Cramps or Heat

4. Determine Heat Stress Risk on chart at right Exhaustion Possible

105-130 Heat Cramps or Heat Exhaustion

Note: Exposure to full sunshine can increase Heat Index values Likely, Heat Stroke Possible

by up to 15 degrees F. >130 Heatstroke Highly Likely

FIGURES

FIGURE 1

Site Location Map

FIGURE 2

HOSPITAL ROUTE PLAN

Hospital Location: Woodhull Medical & Mental Health Center

760 Broadway Street

Brooklyn, NY

START: 432 Rodney Street, Brooklyn, NY

1. Head northwest on Rodney Street toward Ainslie Street

2. Turn right onto Ainslie Street

3. Turn right at the 3rd cross street onto Lorimer Street

4. Turn left onto Broadway Street, destination will be on the right

END: Woodhull Medical & Mental Health Center, 760 Broadway Street, Brooklyn, NY

ATTACHMENT A

STANDING ORDERS

STANDING ORDERS

GENERAL

No smoking, eating, or drinking in this work zone.

Upon leaving the work zone, personnel will thoroughly wash their hands and face.

Minimize contact with contaminated materials through proper planning of work areas and

decontamination areas, and by following proper procedures. Do not place equipment on the

ground. Do not sit on contaminated materials.

No open flames in the work zone.

Only properly trained and equipped personnel are permitted to work in potentially

contaminated areas.

Always use the appropriate level of personal protective equipment (PPE).

Maintain close contact with your buddy in the work zone

Contaminated material will be contained in the Exclusion Zone (EZ).

Report any unusual conditions.

Work areas will be kept clear and uncluttered. Debris and other slip, trip, and fall hazards

will be removed as frequently as possible.

The number of personnel and equipment in the work zone will be kept to an essential

minimum.

Be alert to the symptoms of fatigue and heat/cold stress, and their effects on the normal

caution and judgment of personnel.

Conflicting situations which may arise concerning safety requirements and working

conditions must be addressed and resolved quickly by the site HSO.

TOOLS AND HEAVY EQUIPMENT

Do not, under any circumstances, enter or ride in or on any backhoe bucket, materials hoist,

or any other device not specifically designed to carrying passengers.

Loose-fitting clothing or loose long hair is prohibited around moving machinery.

Ensure that heavy equipment operators and all other personnel in the work zone are using

the same hand signals to communicate.

Drilling/excavating within 10 feet in any direction of overhead power lines is prohibited.

The locations of all underground utilities must be identified and marked out prior to initiating

any subsurface activities.

Check to insure that the equipment operator has lowered all blades and buckets to the

ground before shutting off the vehicle.

If the equipment has an emergency stop device, have the operator show all personnel its

location and how to activate it.

Help the operator ensure adequate clearances when the equipment must negotiate in tight

quarters; serve as a signalman to direct backing as necessary.

Ensure that all heavy equipment that is used in the Exclusion Zone is kept in that zone until

the job is done, and that such equipment is completely decontaminated before moving it

into the clean area of the work zone.

Samplers must not reach into or get near rotating equipment such as the drill rig. If

personnel must work near any tools that could rotate, the equipment operator must

completely shut down the rig prior to initiating such work. It may be necessary to use a

remote sampling device.

ATTACHMENT B

DECONTAMINATION PROCEDURES

PERSONNEL DECONTAMINATION

_______________________________________________________________________________

LEVEL C DECONTAMINATION

_______________________________________________________________________________

Station 1: Equipment Drop 1. Deposit equipment used on-site (tools, sampling

devices and containers, monitoring instruments,

radios, clipboards, etc.) on plastic drop cloths.

Segregation at the drop reduces the probability of

cross contamination. During hot weather operations,

cool down stations may be set up within this area.

Station 2: Outer Garment, 2. Scrub outer boots, outer gloves and chemical-re-

Boots, and Gloves sistant splash suit with decon solution or detergent and

Wash and Rinse water. Rinse off using copious amounts of water.

Station 3: Outer Boot and 3. Remove outer boots and gloves. Deposit in

Glove Removal container with plastic liner.

Station 4: Canister or 4. If worker leaves Exclusion Zone to change canister

Mask Change (or mask), this is the last step in the decontamination

procedure. Worker’s canister is exchanged, new outer

gloves and boot covers donned, joints taped, and

worker returns to duty.

Station 5: Boot, Gloves 5. Boots, chemical-resistant splash suit, inner gloves

and Outer Garment removed and deposited in separate containers lined

Removal with plastic.

Station 6: Face piece 6. Face piece is removed (avoid touching face with

Removal fingers). Face piece deposited on plastic sheets.

Station 7: Field Wash 7. Hands and face are thoroughly washed. Shower as

soon as possible.

______________________________________________________________________________

LEVEL D DECONTAMINATION

_______________________________________________________________________________

Station 1: Equipment Drop 1. Deposit equipment used on-site (tools, sampling

devices and containers, monitoring instruments,

radios, clipboards, etc.) on plastic drop cloths.

Segregation at the drop reduces the probability of

cross contamination. During hot weather operations,

cool down stations may be set up within this area.

Station 2: Outer Garment, 2. Scrub outer boots, outer gloves and chemical-re-

Boots, and Gloves sistant splash suit with decon solution or detergent and

Wash and Rinse water. Rinse off using copious amounts of water.

Station 3: Outer Boot and 3. Remove outer boots and gloves. Deposit in

Glove Removal container with plastic liner.

Station 4: Boot, Gloves 4. Boots, chemical-resistant splash suit, inner gloves

and Outer Garment removed and deposited in separate containers lined

Removal with plastic.

Station 5: Field Wash 5. Hands and face are thoroughly washed. Shower as

soon as possible.

EQUIPMENT DECONTAMINATION

GENERAL:

Equipment to be decontaminated during the project may include tools, monitoring equipment,

respirators, sampling containers, laboratory equipment and drilling equipment.

All decontamination will be done by personnel in protective gear, appropriate for the level of

decontamination, as determined by the site HSO. The decontamination work tasks will be split or

rotated among support and work crews.

Depending on site conditions, backhoe and pumps may be decontaminated over a portable

decontamination pad to contain wash water; or, wash water may be allowed to run off into a storm

sewer system. Equipment needed may include a steam generator with high-pressure water, empty

drums, screens, screen support structures, and shovels. Drums will be used to hold contaminated

wash water pumped from the lined pit. These drums will be labeled as such.

Miscellaneous tools and equipment will be dropped into a plastic pail, tub, or other container. They

will be brushed off and rinsed with a detergent solution, and finally rinsed with clean water.

MONITORING EQUIPMENT:

Monitoring equipment will be protected as much as possible from contamination by draping,

masking, or otherwise covering as much of the instruments as possible with plastic without

hindering the operation of the unit. The PID, HNu or OVA meter, for example, can be placed in a

clear plastic bag, which allows reading of the scale and operation of knobs. The probes can be

partially wrapped keeping the sensor tip and discharge port clear.

The contaminated equipment will be taken from the drop area and the protective coverings

removed and disposed in the appropriate containers. Any dirt or obvious contamination will be

brushed or wiped with a disposable paper wipe.

RESPIRATORS:

Respirators will be cleaned and disinfected after every use. Taken from the drop area, the masks

(with the cartridges removed and disposed of with other used disposable gear) will be immersed in

a cleaning solution and scrubbed gently with a soft brush, followed by a rinse in plain warm water,

and then allowed to air dry. In the morning, new cartridges will be installed. Personnel will inspect

their own masks for serviceability prior to donning them. And, once the mask is on, the wearer will

check the respirator for leakage using the negative and positive pressure fit check techniques.

ATTACHMENT C

EMPLOYEE EXPOSURE/

INJURY INCIDENT REPORT

EMPLOYEE INCIDENT/INJURY REPORT

LANGAN ENGINEERING & ENVIRONMENTAL SERVICES

(Complete and return to Tony Moffa in the Doylestown Office)

Affected Employee Name: Date:

Incident type: Injury Report Only/No Injury

Near Miss Other:

EMPLOYEE INFORMATION (Person completing Form)

Employee Name: Employee No:

Title: Office Location:

Length of time employed or date of hire:

Mailing address:

Sex: M F Birth date:

Business phone & extension: Residence/cell phone:

ACCIDENT INFORMATION

Project: Project #:

Date & time of incident: Time work started & ended:

Site location:

Incident Type: Possible Exposure Exposure Physical Injury

Names of person(s) who witnessed the incident:

Exact location incident occurred:

Describe work being done:

Describe what affected employee was doing prior to the incident occurring:

Describe in detail how the incident occurred:

Nature of the incident (List the parts of the body affected):

Person(s) to whom incident was reported (Time and Date):

List the names of other persons affected during this incident:

Possible causes of the incident (equipment, unsafe work practices, lack of PPE, etc.):

Weather conditions during incident:

MEDICAL CARE INFORMATION

Did affected employee receive medical care? Yes No

If Yes, when and where was medical care received:

Provide name of facility (hospital, clinic, etc.):

Length of stay at the facility?

Did the employee miss any work time? Yes No Undetermined

Date employee last worked: Date employee returned to work:

Has the employee returned to work? Yes No

Does the employee have any work limitations or restrictions from the injury? : Yes No

If Yes, please describe:

Did the exposure/injury result in permanent disability? Yes No Unknown

If Yes, please describe:

HEALTH & SAFETY INFORMATION

Was the operation being conducted under an established site specific CONSTRUCTION HEALTH AND

SAFETY PLAN?

Yes No Not Applicable:

Describe protective equipment and clothing used by the employee:

Did any limitations in safety equipment or protective clothing contribute to or affect exposure / injury? If so,

explain:

Employee Signature Date

Langan Representative Date

ATTACHMENT D

CALIBRATION LOG

DATE:________________ PROJECT:____________________

CALIBRATION LOG

Date &

Time

Inst

Type

Inst #

Media

Initial

Reading

Span #

Calibrat.

Reading

Performed By:

ATTACHMENT E

MATERIAL SAFETY DATA SHEETS

SAFETY DATA SHEETS

All Langan Field Personnel Completing This Work Plan Are To Have Real Time Accessibility

To Material Safety Data Sheet (MSDs) or Safety Data Sheet (SDSs) Through Their Smart

Phone.

The link is http://www.msds.com/

The login name is “drapehead”

The password is “2angan987”

If You Are Unable To Use the Smart Phone App, You Are To Bring Printed Copies of the

MSDs/SDSs to The Site

http://www.msds.com/

ATTACHMENT F

JOBSITE SAFETY INSPECTION CHECKLIST

Jobsite Safety Inspection Checklist

Date: Inspected By:

Location: Project #:

Check one of the following: A: Acceptable NA: Not Applicable D: Deficiency

A NA D Remark

1. HASP available onsite for inspection?

2. Health & Safety Compliance agreement (in HASP)

appropriately signed by Langan employees and

contractors?

3. Hospital route map with directions posted on site?

4. Emergency Notification List posted on site?

5. First Aid kit available and properly stocked?

6. Personnel trained in CPR/First Aid on site?

7. MSDSs readily available, and all workers

knowledgeable about the specific chemicals and

compounds to which they may be exposed?

8 Appropriate PPE being worn by Langan employees and

contractors?

9. Project site safe practices ("Standing Orders") posted?

10. Project staff have 40-hr./8-hr./Supervisor HAZWOPER

training?

11. Project staff medically cleared to work in hazardous

waste sites and fit-tested to wear respirators, if needed?

12. Respiratory protection readily available?

13. Health & Safety Incident Report forms available?

14. Air monitoring instruments calibrated daily and results

recorded on the Daily Instrument Calibration check

sheet?

15. Air monitoring readings recorded on the air monitoring

data sheet/field log book?

16. Subcontract workers have received 40-hr./8-hr./Spvsr.

HAZWOPER training, as appropriate?

17. Subcontract workers medically cleared to work on

site, and fit-tested for respirator wear?

18. Subcontract workers have respirators readily

available?

19. Mark outs of underground utilities done prior to

initiating any subsurface activities?

20. Decontamination procedures being followed as

outlined in HASP?

21. Are tools in good condition and properly used?

22. Drilling performed in areas free from underground

objects including utilities?

23. Adequate size/type fire extinguisher supplied?

24. Equipment at least 20 feet from overhead

powerlines?

25. Evidence that drilling operator is responsible for the

safety of his rig.

26. Trench sides shored, layer back, or boxed?

27. Underground utilities located and authorities

contacted before digging?

28. Ladders in trench (25-foot spacing)?

29. Excavated material placed more than 2 feet away

from excavation edge?

30. Public protected from exposure to open excavation?

31. People entering the excavation regarding it as a

permit-required confined space and following appropriate

procedures?

32. Confined space entry permit is completed and

posted?

33. All persons knowledgeable about the conditions and

characteristics of the confined space?

34. All persons engaged in confined space operations

have been trained in safe entry and rescue (non-entry)?

35. Full body harnesses, lifelines, and hoisting apparatus

available for rescue needs?

36. Attendant and/or supervisor certified in basic first aid

and CPR?

37. Confined space atmosphere checked before entry

and continuously while the work is going on?

38. Results of confined space atmosphere testing

recorded?

39. Evidence of coordination with off-site rescue services

to perform entry rescue, if needed?

40. Are extension cords rated for this work being used

and are they properly maintained?

41. Are GFCIs provided and being used?

Unsafe Acts:

Notes:

ATTACHMENT G

JOB SAFETY ANALYSIS FORM

Job Safety Analysis (JSA)

Health and Safety

JSA TITLE:

JSA NUMBER:

DATE CREATED:

CREATED BY:

REVISION DATE:

REVISED BY:

Langan employees must review and revise the Job Safety Analysis (JSA) as needed to address the any site specific hazards not identified.

Employees must provide their signatures on the last page of the JSA indicating they have review the JSA and are aware the potential

hazards associated with this work and will follow the provided preventive or corrective measures.

PERSONAL PROTECTIVE EQUIPMENT REQUIRED: (PPE): ■ Required ☒ As Needed

☐ Steel-toed boots ☐ Nitrile gloves ☐ Dermal Protection (Specify)

☐ Long-sleeved shirt ☐ Leather/ Cut-resistant gloves ☐ High visibility vest/clothing

☐ Safety glasses ☐ Face Shield ☐ Hard hat

ADDITIONAL PERSONAL PROTECTIVE EQUIPMENT NEEDED (Provide specific type(s) or descriptions)

☐ Air Monitoring: ☐ Respirators: ☐ Other:

☐ Dermal Protection: ☐ Cartridges: ☐ Other:

JOB STEPS POTENTIAL HAZARDS PREVENTATIVE OR

CORRECTIVE ACTION

1. 1.

2.

1a.

1b.

2a.

2b.

2. 1. 1

Additional items identified in the field.

Additional Items.

If additional items are identified during daily work activities, please notify all relevant personnel

about the change and document on this JSA.

ATTACHMENT H

TAILGATE SAFETY BRIEFING FORM

LANGAN TAILGATE SAFETY BRIEFING

Date: Time:

Leader: Location:

Work Task:

SAFETY TOPICS (provide some detail of discussion points)

Chemical Exposure Hazards and Control:

Physical Hazards and Control:

Air Monitoring:

PPE:

Communications:

Safe Work Practices:

Emergency Response:

Hospital/Medical Center Location:

Phone Nos.:

Other:

FOR FOLLOW-UP (the issues, responsibilities, due dates, etc.)

ATTENDEES

PRINT NAME COMPANY SIGNATURE

APPENDIX G

VAPOR BARRIER MANUFACTURER DETAILS

FLORPRUFE® 120Integrally bonded vapor protection for slabs on grade

P R O D U C T D ATA S H E E T

Description

Florprufe® 120 is a high perfor-mance vapor barrier with GCP’s Advanced Bond TechnologyTM that forms a unique seal to the underside of concrete floor slabs.

Comprising a highly durable polyolefin sheet and a specially developed, non-tacky adhesive coating, Florprufe 120 seals to liquid concrete to provide integrally bonded vapor protection.

Florprufe exceeds ASTM E1745 Class A rating.

Advantages

• Forms a powerful integral seal to the underside of concrete slabs

• Protects valuable floor finishes such as wood, tiles, carpet and resilient flooring from damage by vapor transmission

• Direct contact with the slab complies with the latest industry recommendations

• Remains sealed to the slab even in cases of ground settlement

• Ultra low vapor permeability

• Durable, chemical resistant polyolefin sheet

• Lightweight, easy to apply, kick out rolls

• Simple lap forming with mechanical fixings or tape

Use

Florprufe 120 is engineered for use below slabs on grade with moisture-impermeable or moisture-sensitive floor finishes that require the highest level of vapor protection.

1 ACI 302.1R-96

Advantages• Forms a powerful integral seal

• Protects valuable floor finishes

• Ultra low vapor permeability

• Durable, chemical resistant

• Lightweight and easy to apply

Florprufe complies with the latest recommenda-tions of ACI Committees 302 and 360, i.e. for slabs with vapor sensitive coverings, the location of the vapor barrier should always be in direct contact with the slab1.

The membrane is loose laid onto the prepared sub-base, forming overlaps that can be either mechanically secured or taped. The unique bond of Florprufe to concrete provides continuity of vapor protection at laps. Alternatively, if a taped system is preferred, self-adhered Preprufe® Tape can be used to overband the laps.

Slab reinforcement and concrete can be placed immediately. Once the concrete is poured, an inte-gral bond develops between the concrete and membrane.

Installation

Health & Safety

Refer to relevant Safety Data Sheet. Complete rolls should be handled by 2 persons.

Building wall

Preprufe Tape

Expansion board (optional)

Moisture sensitive flooring

Concrete slab

Florprufe

Footing

Compacted subgrade

Drawings are for illustration purpose only.Please refer to www.gcpat.com for specific application details.

5 in. x 8 in.open drain rock

Bituthene LiquidMembrane

Exterior gradeat or below levelof subgrade—slope away from structure

Typical Assembly

Florprufe 120 can be applied at temperatures of 25ºF (-4ºC) or above. Membrane installation is unaffected by wet weather.

Installation and detailing of Florprufe 120 are generally in accordance with ASTM E1643-98.

Prepare substrate in accordance with ACI 302.1R Section 4.1. Install Florprufe 120 over the leveled and compacted base. Place the membrane with the smooth side down and the plastic release liner side up facing towards the concrete slab. Remove and discard plastic release liner. End laps should be staggered to avoid a build up of layers. Succeeding sheets should be accurately positioned to overlap the previous sheet 2 in. (50 mm) along the marked lap line.

Laps

1. Mechanical fastening method— To prevent the membrane from moving and gaps opening, the laps should be fastened together at 39 in. (1.0 m) maximum centers. Fix through the center of the lap area using 0.5 in.(12 mm) long washer-head, self-tapping, galvanized screws (or similar) and allowing the head of the screw to bed into the adhesive compound to self-seal. It is not necessary to fix the membrane to the substrate, only to itself. Ensure the membrane lays flat and no openings occur. (See Figure 1.) Additional fastening may be required at corners, details, etc. Continuity is achieved once the slab is poured and the bond to concrete develops.

We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right.

Florprufe and Preprufe are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status.

© Copyright 2016 GCP Applied Technologies Inc. All rights reserved.

GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA.

In Canada, GCP Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6.

GCP0083_0616 PF-001

gcpat.com | Customer Service: 1-866-333-3726

OR2. Taped lap method— For additional security use Preprufe Tape to secure and seal the overlaps. Overband the lap with the 4 in. (100 mm) wide Preprufe Tape, using the lap line for alignment. Remove plastic release liner to ensure bond to concrete.

Penetrations

Mix and apply Bituthene Liquid Membrane detail-ing compound to seal around penetrations such as drainage pipes, etc. (See Figure 2 and refer to the Bituthene Liquid Membrane data sheet, BIT-230.)

Concrete Placement

Place concrete within 30 days. Inspect membrane and repair any damage with patches of Preprufe Tape. Ensure all liner is removed from membrane and tape before concreting.

Bituthene LiquidMembrane Florprufe

Preprufe Tape

Figure 1 Figure 2

Physical Properties: Exceeds ASTM E1745 Class A rating Property Typical Value Test Method Color White Thickness (nominal) 0.021 in. (0.5 mm) ASTM D3767—method A Water vapor permeance 0.03 perms ASTM E96—method B1 Tensile strength 65 lbs/in. ASTM E1541 Elongation 300% ASTM D412 Puncture resistance 3300 gms ASTM D17091 Peel adhesion to concrete >4 lbs/in. ASTM D903

1. Test methods that comprise ASTM E1745 standard for vapor retarders

Supply Florprufe 120 Supplied in rolls 4 ft x 115 ft (1.2 m x 35 m) Roll area 460 ft2 (42 m2) Roll weight 70 lbs (32 kg) approx.

Ancillary Products Preprufe Tape is packaged in cartons containing 4 rolls that are 4 in. x 49 ft (100 mm x 15 m). Bituthene Liquid Membrane is supplied in 1.5 gal (5.7 L) pails.

PREPRUFE® 300R Plus & 160R PlusPre-applied waterproofing membranes that bondintegrally to poured concrete for use below slabs orbehind basement walls on confined sites

Grace Below Grade Waterproofing

Advantages• Forms a unique continuous adhesive bond to

concrete poured against it—prevents water migra-tion and makes it unaffected by ground settlementbeneath slabs

• Fully-adhered adhesive to adhesive watertight lapsand detailing

• Provides a barrier to water, moisture and gas—physically isolates the structure from the surroundingground

• Easy roll/kick out installation—reduces installationtime and cost

• Release Liner free—expedites installation andreduces construction site waste

• Solar reflective—reduced temperature gain• Simple and quick to install—requiring no primingor fillets

• Can be applied to permanent formwork—allowsmaximum use of confined sites

• Self protecting—can be trafficked immediately afterapplication and ready for immediate placing of rein-forcement

• Unaffected by wet conditions—cannot activateprematurely

• Inherently waterproof, non-reactive system:• not reliant on confining pressures or hydration• unaffected by freeze/thaw, wet/dry cycling

• Chemical resistant—effective in most types of soilsand waters, protects structure from salt or sulphateattack

DescriptionPreprufe® 300R Plus & 160R Plus membranes areunique composite sheets comprising, a thick HDPEfilm, an aggressive pressure sensitive adhesive aweather resistant protective coating and an adhesive toadhesive seam overlap.

Unlike conventional non-adhering membranes, whichare vulnerable to water ingress tracking between theunbonded membrane and structure, the unique Preprufebond to concrete prevents ingress or migration of wateraround the structure.

The Preprufe R Plus System includes:

• Preprufe 300R Plus—heavy-duty grade for usebelow slabs and on rafts (i.e. mud slabs). Designed toaccept the placing of heavy reinforcement usingconventional concrete spacers.

• Preprufe 160R Plus—thinner grade for blindside,zero property line applications against soil retentionsystems.

• Preprufe Tape LT—for covering cut edges, rollends, penetrations and detailing (temperaturesbetween 25°F (-4°C) and 86°F (+30°C)).

• Preprufe Tape HC—as above for use in HotClimates (minimum 50°F (10°C)).

• Bituthene® Liquid Membrane—for sealing aroundpenetrations, etc.

• Adcor™ ES—waterstop for joints in concrete wallsand floors

• Preprufe Tieback Covers—preformed cover for soilretention wall tieback heads

• Preprufe Preformed Corners—preformed insideand outside corners

Preprufe 300R Plus & 160R Plus membranes areapplied either horizontally to smooth prepared concrete,carton forms or well rolled and compacted earth orcrushed stone substrate; or vertically to permanent form-work or adjoining structures. Concrete is then castdirectly against the adhesive side of the membranes.The specially developed Preprufe adhesive layers worktogether to form a continuous and integral seal to thestructure.

Preprufe can be turned up the inside face of slab form-work but is not recommended for conventionaltwin-sided formwork on walls, etc. Use Bituthene®self-adhesive membrane or Procor® fluid appliedmembrane to walls after removal of formwork for afully bonded system to all structural surfaces.

Drawings are for illustration purposes only. Please refer to graceconstruction.com for specific application details.

Watertight and grout tight sealed laps

Slab formwork

Selvedge

Selvedge Adhesive surface of Preprufe300R Plus/160R Plus Membrane

Watertight details

InstallationThe most current application instructions, detail drawings and technical letters can be viewed at graceconstruction.com. For other technical informationcontact your local Grace representative.Preprufe Plus has colored zip strips at the top andbottom of the seam area on the edge of the roll. Bothzip strips cover an aggressive adhesive. Once theyellow zip strip on the top of the membrane and theblue zip strip on the bottom of the membrane areremoved, a strong adhesive to adhesive bond isachieved in the overlap area.Substrate PreparationAll surfaces—It is essential to create a sound and solidsubstrate to eliminate movement during the concretepour. Substrates must be regular and smooth with nogaps or voids greater than 0.5 in. (12 mm). Groutaround all penetrations such as utility conduits, etc. forstability (see Figure 1).Horizontal—The substrate must be free of looseaggregate and sharp protrusions. Avoid curved orrounded substrates. When installing over earth orcrushed stone, ensure substrate is well compacted toavoid displacement of substrate due to traffic orconcrete pour. The surface does not need to be dry, butstanding water must be removed.Vertical—Use concrete, plywood, insulation or otherapproved facing to sheet piling to provide support tothe membrane. Board systems such as timber laggingmust be close butted to provide support and not morethan 0.5 in. (12 mm) out of alignment.Membrane InstallationPreprufe can be applied at temperatures of 25°F (-4°C)or above. When installing Preprufe in cold or marginalweather conditions <40°F (<4°C) the use of PreprufeTape LT is recommended at all laps and detailing.Preprufe Tape LT should be applied to clean, drysurfaces and the release liner must be removed imme-diately after application. Alternatively, Preprufe PlusLow Temperature (LT) is available for low temperaturecondition applications. Refer to Preprufe Plus LT datasheet for more information.Horizontal substrates—Kick out or roll out themembrane HDPE film side to the substrate with theyellow zip strip facing towards the concrete pour. Endlaps should be staggered to avoid a build up of layers.Leave yellow and blue zip strips on the membrane untiloverlap procedure is completed. Accurately position succeeding sheets to overlap theprevious sheet 3 in. (75 mm) along the markedselvedge with the blue zip strip on top of the yellow zipstrip. Ensure the underside of the succeeding sheet isclean, dry and free from contamination before attempt-ing to overlap. Peel back and remove both the yellowand blue zip strips in the overlap area to achieve anadhesive to adhesive bond at the overlap. Ensure acontinuous bond is achieved without creases and rollfirmly with a heavy roller. Refer to Grace Tech Letter 15 for information on suitable rebar chairs for Preprufe.Vertical substrates—Mechanically fasten the membranevertically using fasteners appropriate to the substrate withthe yellow zip strip facing towards the concrete pour. The membrane may be installed in any convenientlength. Fastening can be made through the selvedgeusing a small and low profile head fastener so that themembrane lays flat and allows firmly rolled overlaps.Accurately position succeeding sheets to overlap theprevious sheet 3 in. (75 mm) along the marked selvedgewith the blue zip strip on top of the yellow zip strip.Ensure the underside of the succeeding sheet is clean,dry and free from contamination before attempting tooverlap. Peel back and remove both the yellow and

blue zip strips in the overlap area to achieve an adhesiveto adhesive bond at the overlap. Roll firmly to ensure awatertight seal. Roll ends and cut edges—Overlap all roll ends and cutedges by a minimum 3 in. (75 mm) and ensure the areais clean and free from contamination, wiping with adamp cloth if necessary. Allow to dry and applyPreprufe Tape LT (or HC in hot climates) centered overthe lap edges and roll firmly (see Figure 2). Immediatelyremove tinted plastic release liner from the tape.DetailsRefer to Preprufe Field Application Manual, Section VApplication Instructions or visit graceconstruction.com.This manual gives comprehensive guidance and standard details.Membrane RepairInspect the membrane before installation of reinforce-ment steel, formwork and final placement of concrete.The membrane can be easily cleaned by power washingif required. Repair damage by wiping the area with adamp cloth to ensure the area is clean and free fromdust, and allow to dry. Repair small punctures (0.5 in.(12 mm) or less) and slices by applying Preprufe Tapecentered over the damaged area and roll firmly. Removethe release liner from the tape. Repair holes and largepunctures by applying a patch of Preprufe membrane,which extends 6 in. (150 mm) beyond the damagedarea. Seal all edges of the patch with Preprufe Tape,remove the release liner from the tape and roll firmly.Any areas of damaged adhesive should be covered withPreprufe Tape. Remove tinted plastic release liner fromtape. Where exposed selvedge has lost adhesion or lapshave not been sealed, ensure the area is clean and dryand cover with fresh Preprufe Tape, rolling firmly.Alternatively, use a hot air gun or similar to activateadhesive and firmly roll lap to achieve continuity.Pouring of ConcreteEnsure the plastic release liner is removed from all areas of Preprufe Tape.It is recommended that concrete be poured within 56 days (42 days in hot climates) of application of themembrane. Following proper ACI guidelines, concretemust be placed carefully and consolidated properly toavoid damage to the membrane. Never use a sharpobject to consolidate the concrete. Provide temporaryprotection from concrete over splash for areas of thePreprufe membrane that are adjacent to a concrete pour.Removal of FormworkPreprufe membranes can be applied to removable form-work, such as slab perimeters, elevator and lift pits, etc.Once the concrete is poured the formwork must remainin place until the concrete has gained sufficientcompressive strength to develop the surface bond.Preprufe membranes are not recommended for conven-tional twin-sided wall forming systems.A minimum concrete compressive strength of 1500 psi(10 N/mm2) is recommended prior to stripping form-work supporting Preprufe membranes. Prematurestripping may result in displacement of the membraneand/or spalling of the concrete. Refer to Grace Tech Letter 17 for information onremoval of formwork for Preprufe.

Figure 1

Figure 2

1 Preprufe 300R Plus 5 Procor 8 Hydroduct®2 Preprufe 160R Plus 6 Bituthene Liquid Membrane 9 Adcor ES3 Preprufe Tape 7 Protection 10 Preprufe CJ Tape4 Bituthene®

1

1

3 4

13

4

Wall base detail against permanent shutter

Bituthene wall base detail (Option 1) Procor wall base detail (Option 1)

Bituthene wall base detail (Option 2) Procor wall base detail (Option 2)

line ofpermanentformwork

4 in. (100 mm)minimum

6 in. (150 mm) 6 in. (150 mm)

3 in. (75 mm)

8

8

6

4

8

8

5

8or7

6

4

1

3

2

1

Detail DrawingsDetails shown are typical illustrations and notworking details. For a list of the most currentdetails, visit us at graceconstruction.com. For technical assistance with detailing andproblem solving please call toll free at 866-333-3SBM (3726).

3

13

1

8or7

5

5

1

3

3

4 in. (100 mm)minimum 4 in. (100 mm)

minimum

9

10

9

5

9

6

9

6

9

www.graceconstruction.comFor technical assistance call toll free at 866-333-3SBM (3726)Adcor is a trademark and Preprufe, Bituthene and Hydroduct are registered trademarks of W. R. Grace & Co.–Conn.Procor is a U.S. registered trademark of W. R. Grace & Co.–Conn., and is used in Canada under license fromPROCOR LIMITED.We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurateand is offered for the users’ consideration, investigation and verification, but we do not warrant the results to beobtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, whichapply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which wouldinfringe any patent or copyright. W. R. Grace & Co.–Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6.This product may be covered by patents or patents pending. Copyright 2013. W. R. Grace & Co.–Conn.PF-189 Printed in U.S.A. 02/13 FA/PDF

Physical PropertiesProperty Typical Value 300R Plus Typical Value 160R Plus Test MethodColor white whiteThickness 0.046 in. (1.2 mm) 0.032 in. (0.8 mm) ASTM D3767Lateral Water Migration Pass at 231 ft (71 m) of Pass at 231 ft (71 m) of ASTM D5385, modified1

Resistance hydrostatic head pressure hydrostatic head pressureLow temperature flexibility Unaffected at -20°F (-29°C) Unaffected at -20°F (-29°C) ASTM D1970Resistance to hydrostatic 231 ft (71 m) 231 ft (71 m) ASTM D5385, head modified2

Elongation 500% 500% ASTM D412, modified3

Tensile strength, film 4000 psi (27.6 MPa) 4000 psi (27.6 MPa) ASTM D412Crack cycling at -9.4°F Unaffected, Pass Unaffected, Pass ASTM C8364

(-23°C), 100 cyclesPuncture resistance 221 lbs (990 N) 100 lbs (445 N) ASTM E154Peel adhesion to concrete 5 lbs/in. (880 N/m) 5 lbs/in. (880 N/m) ASTM D903, modified5

Lap peel adhesion at 72°F (22°C) 8 lbs/in. (1408 N/m) 8 lbs/in. (1408 N/m) ASTM D1876, modified6

Lap peel adhesion at 40°F (4°C) 8 lbs/in. (1408 N/m) 8 lbs/in. (1408 N/m) ASTM D1876, modified6

Permeance to water 0.01 perms 0.01 perms ASTM E96, method Bvapor transmission (0.6 ng/(Pa x s x m2)) (0.6 ng/(Pa x s x m2))

Footnotes:1. Lateral water migration resistance is tested by casting concrete against membrane with a hole and subjecting the membrane to hydrostatic head pressure withwater. The test measures the resistance of lateral water migration between the concrete and the membrane.

2. Hydrostatic head tests of Preprufe Membranes are performed by casting concrete against the membrane with a lap. Before the concrete cures, a 0.125 in. (3 mm) spacer is inserted perpendicular to the membrane to create a gap. The cured block is placed in a chamber where water is introduced to themembrane surface up to the head indicated.

3. Elongation of membrane is run at a rate of 2 in. (50 mm) per minute.4. Concrete is cast against the Preprufe membrane and allowed to cure (7 days minimum)5. Concrete is cast against the protective coating surface of the membrane and allowed to properly dry (7 days minimum). Peel adhesion of membrane toconcrete is measured at a rate of 2 in. (50 mm) per minute at room temperature.

6. The test is conducted 15 minutes after the lap is formed (per Grace published recommendations) and run at a rate of 2 in. (50 mm) per minute at 72°F (22°C).

SupplyDimensions (Nominal) Preprufe 300R Plus Membrane Preprufe 160R Plus Membrane Preprufe Tape (LT or HC*)Thickness 0.046 in. (1.2 mm) 0.032 in. (0.8 mm)Roll size 3 ft. 10 in. x 102 ft. (1.17m x 31.15m) 3 ft. 10 in. x 120 ft. (1.17m x 36.6m) 4 in. x 49 ft (100 mm x 15 m)Roll area 392 ft2 (36 m2) 460 ft2 (42 m2)Roll weight 108 lbs (50 kg) 92 lbs (42 kg) 4.3 lbs (2 kg)Minimum side/end laps 3 in. (75 mm) 3 in. (75 mm) 3 in. (75 mm)* LT denotes Low Temperature (between 25°F (-4°C) and 86°F (+30°C))HC denotes Hot Climate (50°F (>+10°C))Ancillary Products

Bituthene Liquid Membrane—1.5 US gal (5.7 liter) or 4 US gal (15.1 liter)

Specification ClausesPreprufe 300R Plus or 160R Plus shall be applied withits adhesive face presented to receive fresh concrete towhich it will integrally bond. Only Grace ConstructionProducts approved membranes shall be bonded toPreprufe. All Preprufe system materials shall besupplied by Grace Construction Products, and appliedstrictly in accordance with their instructions. Specimenperformance and formatted clauses are also available.NOTE: Use Preprufe Tape to tie-in Procor with Preprufe.

Health and SafetyRefer to relevant Material Safety data sheet. Completerolls should be lifted and carried by a minimum of twopersons.

APPENDIX H

SMDS ASBUILT AND DESIGN DETAILS


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APPENDIX I

QUALITY ASSURANCE PROTECTION PLAN

QUALITY ASSURANCE PROJECT PLAN

for

432 RODNEY STREET

BROOKLYN, NEW YORK NYSDEC BCP Site No. C224216

Prepared For:


123 Hope Street Owner LLC &

Keap Retail Owner LLC

850 Third Avenue, Suite 13D


Prepared By:

Langan Engineering, Environmental, Surveying

and Landscape Architecture, D.P.C.

21 Penn Plaza

360 West 31st Street, 8th Floor


August 1, 2017


TABLE OF CONTENTS

PAGE

1.0 PROJECT DESCRIPTION ................................................................................. 1

1.1 Introduction ........................................................................................... 1

1.2 Project Objectives ................................................................................. 1

1.3 Scope of Work ....................................................................................... 2

2.0 DATA QUALITY OBJECTIVES AND PROCESS .............................................. 5

3.0 PROJECT ORGANIZATION ............................................................................. 7

4.0 QUALITY ASSURANCE OBJECTIVES FOR COLLECTION OF DATA ............. 8

4.1 Precision ................................................................................................ 8

4.2 Accuracy ................................................................................................ 8

4.3 Completeness ....................................................................................... 9

4.4 Representativeness ............................................................................... 9

4.5 Comparability ....................................................................................... 10

4.6 Sensitivity ............................................................................................ 10

5.0 SAMPLE COLLECTION AND FIELD DATA ACQUISITION PROCEDURES ... 12

5.1 Field Documentation Procedures ......................................................... 12

5.1.1 Field Data and Notes ............................................................. 12

5.1.2 Sample Labeling .................................................................... 13

5.2 Equipment Calibration and Preventative Maintenance ......................... 13

5.3 Sample Collection ................................................................................ 14

5.4 Sample Containers and Handling ......................................................... 15

5.5 Sample Preservation ............................................................................ 16

5.6 Sample Shipment ................................................................................ 16

5.6.1 Packaging .............................................................................. 16

5.6.2 Shipping ................................................................................. 16

5.7 Decontamination Procedures ............................................................... 17

5.8 Residuals Management ....................................................................... 17

5.9 Chain of Custody Procedures .............................................................. 17

5.10 Laboratory Sample Storage Procedures ............................................... 22

6.0 DATA REDUCTION, VALIDATION, AND REPORTING ................................. 23

6.1 Introduction ......................................................................................... 23

6.2 Data Reduction .................................................................................... 23

6.3 Data Validation ..................................................................................... 24

7.0 QUALITY ASSURANCE PERFORMANCE AUDITS AND SYSTEM AUDITS 26

7.1 Introduction ......................................................................................... 26

7.2 System Audits ..................................................................................... 26

7.3 Performance Audits ............................................................................. 26

7.4 Formal Audits ...................................................................................... 26

8.0 CORRECTIVE ACTION ................................................................................... 28

8.1 Introduction ......................................................................................... 28

8.2 Procedure Description ......................................................................... 28

9.0 REEFERENCES ............................................................................................... 31

FIGURES

Figure 1.3 Proposed Documentation Soil Sampling Plan .......................................................... 18

Figure 5.1 Sample Custody ...................................................................................................... 18

Figure 5.2 Chain-of-Custody Record - Air Samples ................................................................... 19

Figure 5.3 Chain-of-Custody Record - Soil and Groundwater Samples ..................................... 20

Figure 8.1 Corrective Action Request ....................................................................................... 29

ATTACHMENTS

Attachment A Résumés

Attachment B Laboratory Reporting Limits and Method Detection Limits

Attachment C Analytical Methods/Quality Assurance Summary Table

Attachment D Sample Nomenclature

1.0 PROJECT DESCRIPTION

1.1 INTRODUCTION

This Quality Assurance Project Plan (QAPP) was prepared on behalf of Rodney Street

Investors LLC, 123 Hope Street Owner LLC, and Keap Retail Owner LLC (the Volunteer)

for the property located at 432 Rodney Street in the Williamsburg neighborhood of

Brooklyn, New York (the “site”). The Volunteer will remediate the site in conjunction

with new development under the New York State Brownfield Cleanup Program (BCP),

pursuant to a Brownfield Cleanup Agreement (BCA) with the New York State

Department of Environmental Conservation (NYSDEC), dated September 30, 2015, and

amended April 8, 2016, for Site No. C224216. The site, subject to the Greenpoint-

Williamsburg rezoning, was assigned an environmental restrictive ‘E’ zoning designation

(E-138) for hazardous materials. Satisfaction of the ‘E’-Designation requirements is

subject to review and approval by the New York City Mayor’s Office of Environmental

Remediation (NYCOER).

This QAPP specifies analytical methods to be used to ensure that data collected during

Site management are precise, accurate, representative, comparable, complete, and

meet the sensitivity requirements of the project.

1.2 PROJECT OBJECTIVES

The environmental objectives of the Interim Remedial Measures Work Plan (IRMWP)

include the following:

Decommissioning two aboveground storage tank (ASTs) identified in the former

partial basements of Lots 1 and 31;

Decommissioning of suspected USTs at Lots 1 and 31;

Excavation of petroleum-impacted and chlorinated solvent-impacted soil at Lots

1 and 31 to the proposed development depth (about elevation [el.] 3 North

American Vertical Datum 1988 [NAVD88]);

Screening of excavated soil/fill during intrusive work for indications of

contamination by visual means, odor, and monitoring with a photoionization

detector (PID);

Appropriate off-site disposal of material removed from the site in accordance

with federal, state and local rules and regulations for handling, transport, and

disposal;

Collection and analysis of documentation soil samples to confirm NYSDEC Title

6 New York City Rules and Regulations (NYCRR) Part 375 Restricted-Use

Restricted Residential (RRU) Soil Cleanup Objectives (SCOs) have been

achieved;

Installation of engineering controls consisting of a vapor barrier/waterproofing

membrane, a sub-membrane depressurization system (SMDS), and a composite

cover (concrete building slab and two feet of clean fill in remaining landscaped

areas) as part of the construction of the proposed building at Lots 1 and 31;

Direct-injection of base-activated persulfate in the southeast corner of Lot 31 to

pretreat petroleum-related volatile organic compounds (VOCs) in groundwater;

Installation of a network of pressurized injection wells and groundwater

monitoring wells; and

Development and execution of a Health and Safety Plan (HASP) and Community

Air Monitoring Plan (CAMP) for the protection of on-site workers, the

community, and the environment during remediation and construction activities.

The environmental objectives of the Remedial Action Work Plan (RAWP) include the

following:

Implementation of a groundwater treatment program to treat petroleum-related

VOCs and chlorinated VOCs (CVOCs), consisting of direct injections of

PlumeStop on Lots 27 and 28 and an application of PlumeStop through the

network of pre-installed pressurized injection wells on Lots 1 and 31

Installation of a soil vapor mitigation system and rehabilitation of the concrete

slab on Lots 27 and 28

Accordingly, this QAPP addresses sampling and analytical methods that are necessary

as part of redevelopment. These objectives have been established in order to meet

standards that will protect public health and the environment for the site.

1.3 SCOPE OF WORK

Implementation of the IRMWP will include handling of contaminated soil and

groundwater and post excavation documentation soil sampling. Disturbed soil will be

sampled for laboratory analysis per disposal facility requirements, and visually examined,

screened, and characterized to determine whether it is suitable for re-use or will be

properly disposed at an approved disposal facility. A dust, odor, and organic vapor

control and monitoring plan will be implemented during ground intrusive activities.

The following activities were performed as part of the IRM:

Documentation Soil Sampling – Soil samples from the base of completed

excavations will be collected to document the quality of soil remaining

following source removal. These soil samples will be collected at the required

frequency as set forth in the NYSDEC Division of Environmental Remediation

(DER)-10, Technical Guidance for site Investigation and Remediation. The

samples will be analyzed for combined NYSDEC Title 6 New York City Rules

and Regulations (6 NYCRR) Part 375 list VOCs and SVOCs. Figure 1.3 shows a

proposed sampling plan for the documentation soil sampling.

2.0 DATA QUALITY OBJECTIVES AND PROCESS

Data Quality Objectives (DQOs) are qualitative and quantitative statements to help

ensure that data of known and appropriate quality are obtained during the project. The

overall objective is to evaluate the performance of the SMD through the collection of

canister air samples. The sampling program will also provide for collection of soil, soil

vapor, indoor air, or groundwater samples as part of a future need for sampling. DQOs

for sampling activities are determined by evaluating five factors:

Data needs and uses: The types of data required and how the data will be used

after it is obtained.

Parameters of Interest: The types of chemical or physical parameters required

for the intended use.

Level of Concern: Levels of constituents, which may require remedial actions or

further investigations.

Required Analytical Level: The level of data quality, data precision, and QA/QC

documentation required for chemical analysis.

Required Detection Limits: The detection limits necessary based on the above

information.

The quality assurance and quality control objectives for all measurement data include:

Precision – an expression of the reproducibility of measurements of the same

parameter under a given set of conditions. Field sampling precision will be

determined by analyzing coded duplicate samples and analytical precision will be

determined by analyzing internal QC duplicates and/or matrix spike duplicates.

Accuracy – a measure of the degree of agreement of a measured value with the

true or expected value of the quantity of concern. For soil and groundwater

samples, accuracy will be determined through the assessment of the analytical

results of field blanks and trip blanks for each sample set. Analytical accuracy

will be assessed by examining the percent recoveries of surrogate compounds

that are added to each sample (organic analyses only), internal standards,

laboratory method blanks, instrument calibration, and the percent recoveries of

matrix spike compounds added to selected samples and laboratory blanks.

For soil vapor or air samples, analytical accuracy will be assessed by examining

the percent recoveries that are added to each sample, internal standards,

laboratory method blanks, and instrument calibration.

Representativeness – expresses the degree to which sample data accurately

and precisely represent a characteristic of a population, parameter variations at a

sampling point, or an environmental condition. Representativeness is dependent

upon the adequate design of the sampling program and will be satisfied by

ensuring that the scope of work is followed and that specified sampling and

analysis techniques are used. Representativeness in the laboratory is ensured

by compliance to nationally-recognized analytical methods, meeting sample

holding times, and maintaining sample integrity while the samples are in the

laboratory’s possession. This is accomplished by following all applicable

methods, laboratory-issued standard operating procedures (SOPs), the

laboratory’s Quality Assurance Manual, and this QAPP. The laboratory is

required to be properly certified and accredited.

Completeness – the percentage of measurements made which are judged to be

valid. Completeness will be assessed through data validation. The QC objective

for completeness is generation of valid data for at least 90 percent of the

analyses requested.

Comparability – expresses the degree of confidence with which one data set

can be compared to another. The comparability of all data collected for this

project will be ensured using several procedures, including standard methods for

sampling and analysis as documented in the QAPP, using standard reporting

units and reporting formats, and data validation.

Sensitivity – the ability of the instrument or method to detect target analytes at

the levels of interest. The project manager will select, with input from the

laboratory and QA personnel, sampling and analytical procedures that achieve

the required levels of detection.

3.0 PROJECT ORGANIZATION

Any future remedial activities and investigations will be overseen by Langan or another

environmental consultant for the Volunteer or a future owner. The environmental

consultant will also arrange data analysis and reporting tasks. The analytical services

will be performed by an Environmental Laboratory Approval Program (ELAP)-certified

laboratory. Data validation services will be performed by approved data validation

contractor(s).

For the required sampling as stated in the IRMWP, sampling will be conducted by

Langan, the analytical services will be performed by Alpha Analytical Laboratories, Inc.

of Westborough, Massachusetts (NYSDOH ELAP certification number 11148). Data

validation services will be performed by Emily Strake of Langan. All Langan résumés

are attached (Attachment A).

Key contacts for this project are as follows:

123 Hope Street Owner LLC: Mr. Jesse Dorfman

Telephone: (646) 439-6000

Langan Project Manager: Mr. Brian Gochenaur

Telephone: (212) 479-5479

Langan Quality Assurance Officer (QAO):

Mr. Michael Burke, CHMM

Telephone: (212) 479-5582

Program Quality Assurance Monitor: Mr. Jason Hayes

Telephone: (212) 479-5427

Data Validator: Ms. Emily Strake

Telephone: (215) 491-6526

Laboratory Representative: Alpha Analytical Laboratories, Inc.

Mr. Ben Rao

Telephone: (201) 847-9100

Field Personnel:

Ms. Anna Schmiedicke

Telephone : (212) 479-5531

Quality Assurance Project Plan

432 Rodney Street

Brooklyn, New York

Project No. 170357801

4.0 QUALITY ASSURANCE OBJECTIVES FOR COLLECTION OF DATA

The overall quality assurance objective is to develop and implement procedures for

sampling, laboratory analysis, field measurements, and reporting that will provide data

of sufficient quality to evaluate the engineering controls on the site. The sample set,

chemical analysis results, and interpretations must be based on data that meet or

exceed quality assurance objectives established for the site. Quality assurance

objectives are usually expressed in terms of accuracy or bias, sensitivity, completeness,

representativeness, comparability, and sensitivity of analysis. Variances from the quality

assurance objectives at any stage of the investigation will result in the implementation

of appropriate corrective measures and an assessment of the impact of corrective

measures on the usability of the data.

4.1 PRECISION

Precision is a measure of the degree to which two or more measurements are in

agreement. Field precision is assessed through the collection and measurement of field

duplicates. Laboratory precision and sample heterogeneity also contribute to the

uncertainty of field duplicate measurements. This uncertainty is taken into account

during the data assessment process. For field duplicates, results less than 2x the

reporting limit (RL) meet the precision criteria if the absolute difference is less than ±2x

the RL and acceptable based on professional judgment. For results greater than 2x the

RL, the acceptance criteria is a relative percent difference (RPD) of ≤50% (soil and air),

<30% (water). RLs and method detection limits (MDL) are provided in Attachment B.

4.2 ACCURACY

Accuracy is the measurement of the reproducibility of the sampling and analytical

methodology. It should be noted that precise data may not be accurate data. For the

purpose of this QAPP, bias is defined as the constant or systematic distortion of a

measurement process, which manifests itself as a persistent positive or negative

deviation from the known or true value. This may be due to (but not limited to)

improper sample collection, sample matrix, poorly calibrated analytical or sampling

equipment, or limitations or errors in analytical methods and techniques.

Accuracy in the field is assessed through the use of field blanks and through compliance

to all sample handling, preservation, and holding time requirements. All field blanks

should be non-detect when analyzed by the laboratory. Any contaminant detected in an

associated field blank will be evaluated against laboratory blanks (preparation or method)


432 Rodney Street

Brooklyn, New York


and evaluated against field samples collected on the same day to determine potential

for bias. Trip blanks are not required for non-aqueous matrices but are planned for non-

aqueous matrices where high concentrations of VOCs are anticipated.

Laboratory accuracy is assessed by evaluating the percent recoveries of matrix

spike/matrix spike duplicate (MS/MSD) samples, laboratory control samples (LCS),

surrogate compound recoveries, and the results of method preparation blanks.

MS/MSD, LCS, and surrogate percent recoveries will be compared to either method-

specific control limits or laboratory-derived control limits. Sample volume permitting,

samples displaying outliers should be reanalyzed. All associated method blanks should

be non-detect when analyzed by the laboratory.

4.3 COMPLETENESS

Laboratory completeness is the ratio of total number of samples analyzed and verified

as acceptable compared to the number of samples submitted to the fixed-base

laboratory for analysis, expressed as a percent. Three measures of completeness are

defined:

Sampling completeness, defined as the number of valid samples collected

relative to the number of samples planned for collection;

Analytical completeness, defined as the number of valid sample measurements

relative to the number of valid samples collected; and

Overall completeness, defined as the number of valid sample measurements

relative to the number of samples planned for collection.

Air, soil vapor, soil, and groundwater data will meet a 90% completeness criterion. If

the criterion is not met, sample results will be evaluated for trends in rejected and

unusable data. The effect of unusable data required for a determination of compliance

will also be evaluated.

4.4 REPRESENTATIVENESS

Representativeness expresses the degree to which data accurately and precisely

represents a characteristic of a population, parameter variations at a sampling point, a

process condition, or an environmental condition within a defined spatial and/or

temporal boundary. Representativeness is dependent upon the adequate design of the

sampling program and will be satisfied by ensuring that the scope of work is followed


432 Rodney Street

Brooklyn, New York


and that specified sampling and analysis techniques are used. This is performed by

following applicable standard operating procedures (SOPs) and this QAPP. All field

technicians will be given copies of appropriate documents prior to sampling events and

are required to read, understand, and follow each document as it pertains to the tasks at

hand.

Representativeness in the laboratory is ensured by compliance to nationally-recognized

analytical methods, meeting sample holding times, and maintaining sample integrity

while the samples are in the laboratory's possession. This is performed by following all

applicable EPA methods, laboratory-issued SOPs, the laboratory’s Quality Assurance

Manual, and this QAPP. The laboratory is required to be properly certified and

accredited.

4.5 COMPARABILITY

Comparability is an expression of the confidence with which one data set can be

compared to another. Comparability is dependent upon the proper design of the

sampling program and will be satisfied by ensuring that the sampling plan is followed

and that sampling is performed according to the SOPs or other project-specific

procedures. Analytical data will be comparable when similar sampling and analytical

methods are used as documented in the QAPP. Comparability will be controlled by

requiring the use of specific nationally-recognized analytical methods and requiring

consistent method performance criteria. Comparability is also dependent on similar

quality assurance objectives. Previously collected data will be evaluated to determine

whether they may be combined with contemporary data sets.

4.6 SENSITIVITY

Sensitivity is the ability of the instrument or method to detect target analytes at the

levels of interest. The project director will select, with input from the laboratory and QA

personnel, sampling and analytical procedures that achieve the required levels of

detection and QC acceptance limits that meet established performance criteria.

Concurrently, the project director will select the level of data assessment to ensure that

only data meeting the project DQOs are used in decision-making.

Field equipment will be used that can achieve the required levels of detection for

analytical measurements in the field. In addition, the field sampling staff will collect and

submit full volumes of samples as required by the laboratory for analysis, whenever

possible. Full volume aliquots will help ensure achievement of the required limits of


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detection and allow for reanalysis if necessary. The concentration of the lowest level

check standard in a multi-point calibration curve will represent the reporting limit.

Analytical methods and quality assurance parameters associated with the sampling

program are presented in Attachment C. The frequency of associated field blanks and

duplicate samples will be based on the recommendations listed in DER-10, and as

described in Section 5.3.

Site-specific MS and MSD samples will be prepared and analyzed by the analytical

laboratory by spiking an aliquot of submitted sample volume with analytes of interest.

Additional sample volume is not required by the laboratory for this purpose. An

MS/MSD analysis will be analyzed at a rate of 1 out of every 20 samples, or one per

analytical batch. MS/MSD samples are only required for soil and groundwater samples.


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5.0 SAMPLE COLLECTION AND FIELD DATA ACQUISITION PROCEDURES

Soil sampling will be conducted in accordance with the established NYSDEC protocols

contained in DER-10/Technical Guidance for Site Investigation and Remediation (May

2010). The following sections describe procedures to be followed for specific tasks.

5.1 FIELD DOCUMENTATION PROCEDURES

Field documentation procedures will include summarizing field data in field books and

proper sample labeling. These procedures are described in the following sections.

5.1.1 Field Data and Notes

Field notebooks contain the documentary evidence regarding procedures conducted by

field personnel. Hard cover, bound field notebooks will be used because of their

compact size, durability, and secure page binding. The pages of the notebook will not

be removed.

Entries will be made in waterproof, permanent blue or black ink. No erasures will be

allowed. If an incorrect entry is made, the information will be crossed out with a single

strike mark and the change initialed and dated by the team member making the change.

Each entry will be dated. Entries will be legible and contain accurate and complete

documentation of the individual or sampling team’s activities or observations made. The

level of detail will be sufficient to explain and reconstruct the activity conducted. Each

entry will be signed by the person(s) making the entry.

The following types of information will be provided for each sampling task, as

appropriate:

Project name and number

Reasons for being on-site or taking the sample

Date and time of activity

Sample identification numbers

Geographical location of sampling points with references to the site, other

facilities or a map coordinate system. Sketches will be made in the field logbook

when appropriate


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Physical location of sampling locations such as depth below ground surface

Description of the method of sampling including procedures followed,

equipment used and any departure from the specified procedures

Description of the sample including physical characteristics, odor, etc.

Readings obtained from health and safety equipment

Weather conditions at the time of sampling and previous meteorological events

that may affect the representative nature of a sample

Photographic information including a brief description of what was

photographed, the date and time, the compass direction of the picture and the

number of the picture on the camera

Other pertinent observations such as the presence of other persons on the site,

actions by others that may affect performance of site tasks, etc.

Names of sampling personnel and signature of persons making entries

Field records will also be collected on field data sheets including boring logs, which will

be used for geologic and drilling data during soil boring activities. Field data sheets will

include the project-specific number and stored in the field project files when not in use.

At the completion of the field activities, the field data sheets will be maintained in the

central project file.

5.1.2 Sample Labeling

Each sample collected will be assigned a unique identification number in accordance

with the sample nomenclature guidance included in Attachment D, and placed in an

appropriate sample container. Each sample container will have a sample label affixed to

the outside with the date and time of sample collection and project name. In addition,

the label will contain the sample identification number, analysis required and chemical

preservatives added, if any. All documentation will be completed in waterproof ink.

5.2 EQUIPMENT CALIBRATION AND PREVENTATIVE MAINTENANCE

A PID will be used during the sampling activities to evaluate work zone action levels and

screen soil samples. Field calibration and/or field checking of the PID will be the


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responsibility of the field team leader and the site HSO, and will be accomplished by

following the procedures outlined in the operating manual for the instrument. At a

minimum, field calibration and/or field equipment checking will be performed once daily,

prior to use. Field calibration will be documented in the field notebook. Entries made

into the logbook regarding the status of field equipment will include the following

information:

Date and time of calibration

Type of equipment serviced and identification number (such as serial number)

Reference standard used for calibration

Calibration and/or maintenance procedure used

Other pertinent information

Equipment that fails calibration or becomes inoperable during use will be removed from

service and segregated to prevent inadvertent utilization. The equipment will be

properly tagged to indicate that it is out of calibration. Such equipment will be repaired

and recalibrated to the manufacturer’s specifications by qualified personnel. Equipment

that cannot be repaired will be replaced.

Off-site calibration and maintenance of field instruments will be conducted as

appropriate throughout the duration of project activities. All field instrumentation,

sampling equipment and accessories will be maintained in accordance with the

manufacturer’s recommendations and specifications and established field equipment

practice. Off-site calibration and maintenance will be performed by qualified personnel.

A logbook will be kept to document that established calibration and maintenance

procedures have been followed. Documentation will include both scheduled and

unscheduled maintenance.

5.3 SAMPLE COLLECTION

Soil Samples

Soil samples will be visually classified and field screened using a PID to assess potential

impacts from VOCs and for health and safety monitoring. Soil samples collected for

analysis of VOCs will be collected using either EnCore® or Terra Core® sampling

equipment. For analysis of non-volatile parameters, samples will be homogenized and


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placed into glass jars. After collection, all sample jars will be capped and securely

tightened, and placed in iced coolers and maintained at 4°C ±2°C until they are

transferred to the laboratory for analysis, in accordance with the procedures outlined in

Section 5.4. Analysis and/or extraction and digestion of collected soil samples will meet

the holding times required for each analyte as specified in Attachment C. In addition,

analysis of collected soil sample will meet all quality assurance criteria set forth by this

QAPP and DER-10.

Sample Field Blanks and Duplicates

Field blanks will be collected for quality assurance purposes at a rate of one per 20 soil

investigations samples per analysis. Field blanks will be obtained by pouring laboratory-

demonstrated analyte-free water on or through a decontaminated sampling device

following use and implementation of decontamination protocols. The water will be

collected off of the sampling device into a laboratory-provided sample container for

analysis. Field blank samples will be analyzed for the complete list of analytes on the

day of sampling. Trip blanks will be collected at a rate of one per day if soil samples are

analyzed for VOCs during that day.

Duplicate soil samples will be collected and analyzed for quality assurance purposes.

Duplicate samples will be collected at a frequency of 1 per 20 investigative soil samples

per analysis and will be submitted to the laboratory as “blind” samples. If less than 20

samples are collected during a particular sampling event, one duplicate sample will be

collected.

5.4 SAMPLE CONTAINERS AND HANDLING

Certified, commercially clean sample containers will be obtained from the analytical

laboratory. If soil or groundwater samples are being collected, the laboratory will also

prepare and supply the required trip blanks and field blank sample containers and

reagent preservatives. Sample bottle containers, including the field blank containers,

will be placed into plastic coolers by the laboratory. These coolers will be received by

the field sampling team within 24 hours of their preparation in the laboratory. Prior to

the commencement of field work, Langan field personnel will fill the plastic coolers with

ice in Ziploc® bags (or equivalent) to maintain a temperature of 4° ±2° C.

Soil samples collected in the field for laboratory analysis will be placed directly into the

laboratory-supplied sample containers. Samples will then be placed and stored on-ice in

laboratory provided coolers until shipment to the laboratory. The temperature in the


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coolers containing samples and associated field blanks will be maintained at a

temperature of 4°±2°C while on-site and during sample shipment to the analytical

laboratory.

Possession of samples collected in the field will be traceable from the time of collection

until they are analyzed by the analytical laboratory or are properly disposed. Chain-of-

custody procedures, described in Section 5.9, will be followed to maintain and

document sample possession. Samples will be packaged and shipped as described in

Section 5.6.

5.5 SAMPLE PRESERVATION

Sample preservation measures will be used in an attempt to prevent sample

decomposition by contamination, degradation, biological transformation, chemical

interactions and other factors during the time between sample collection and analysis.

Preservation will commence at the time of sample collection and will continue until

analyses are performed. Should chemical preservation be required, the analytical

laboratory will add the preservatives to the appropriate sample containers before

shipment to the office or field. Samples will be preserved according to the

requirements of the specific analytical method selected, as shown in Attachment C.

5.6 SAMPLE SHIPMENT

5.6.1 Packaging

Soil sample containers will be placed in plastic coolers. Ice in Ziploc® bags (or

equivalent) will be placed around sample containers. Cushioning material will be added

around the sample containers if necessary. Chains-of-custody and other paperwork will

be placed in a Ziploc® bag (or equivalent) and placed inside the cooler. The cooler will be

taped closed and custody seals will be affixed to one side of the cooler at a minimum.

If the samples are being shipped by an express delivery company (e.g. FedEx) then

laboratory address labels will be placed on top of the cooler.

5.6.2 Shipping

Standard procedures to be followed for shipping environmental samples to the analytical

laboratory are outlined below.

All environmental samples will be transported to the laboratory by a laboratory-

provided courier under the chain-of-custody protocols described in Section 5.9.


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Prior notice will be provided to the laboratory regarding when to expect shipped

samples. If the number, type or date of shipment changes due to site

constraints or program changes, the laboratory will be informed.

5.7 DECONTAMINATION PROCEDURES

Decontamination procedures will be used for non-dedicated sampling equipment.

Decontamination of field personnel is discussed in the site-specific HASP included in

Appendix B of the IRMWP. Field sampling equipment that is to be reused will be

decontaminated in the field in accordance with the following procedures:

1. Laboratory-grade glassware detergent and tap water scrub to remove visual

contamination

2. Generous tap water rinse

3. Distilled/de-ionized water rinse

5.8 RESIDUALS MANAGEMENT

Debris (e.g., paper, plastic and disposable PPE) will be collected in plastic garbage bags

and disposed of as non-hazardous industrial waste. Debris is expected to be

transported to a local municipal landfill for disposal. If applicable, residual solids (e.g.,

leftover soil cuttings) will be placed back in the borehole from which it was sampled. If

gross contamination is observed, soil will be collected and stored in Department of

Transportation (DOT)-approved 55-gallon drums in a designated storage area at the Site.

The residual materials stored in a designated storage area at the site for further

characterization, treatment or disposal.

Residual fluids (such as purge water) will be collected and stored in DOT-approved (or

equivalent) 55-gallon drums in a designated storage area at the site. The residual fluids

will be transported to the on-site wastewater treatment plant or analyzed, characterized

and disposed off-site in accordance with applicable federal and state regulations.

Residual fluids such as decontamination water may be discharged to the ground

surface, however, if gross contamination is observed, the residual fluids will be

collected, stored, and transported similar purge water or other residual fluids.

5.9 CHAIN OF CUSTODY PROCEDURES

A chain-of-custody protocol has been established for collected samples that will be

followed during sample handling activities in both field and laboratory operations. The


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primary purpose of the chain-of-custody procedures is to document the possession of

the samples from collection through shipping, storage and analysis to data reporting and

disposal. Chain-of-custody refers to actual possession of the samples. Samples are

considered to be in custody if they are within sight of the individual responsible for their

security or locked in a secure location. Each person who takes possession of the

samples, except the shipping courier, is responsible for sample integrity and safe

keeping. Chain-of-custody procedures are provided below:

Chain-of-custody will be initiated by the laboratory supplying the pre-cleaned and

prepared sample containers. Chain-of-custody forms will accompany the sample

containers.

Following sample collection, the chain-of-custody form will be completed for the

sample collected. The sample identification number, date and time of sample

collection, analysis requested and other pertinent information (e.g.,

preservatives) will be recorded on the form. All entries will be made in

waterproof, permanent blue or black ink.

Langan field personnel will be responsible for the care and custody of the

samples collected until the samples are transferred to another party, dispatched

to the laboratory, or disposed. The sampling team leader will be responsible for

enforcing chain-of-custody procedures during field work.

When the form is full or when all samples have been collected that will fit in a

single cooler, the sampling team leader will check the form for possible errors

and sign the chain-of-custody form. Any necessary corrections will be made to

the record with a single strike mark, dated, and initialed.

Sample coolers will be accompanied by the chain-of-custody form, sealed in a Ziploc®

bag (or equivalent) and placed on top of the samples or taped to the inside of the cooler

lid. If applicable, a shipping bill will be completed for each cooler and the shipping bill

number recorded on the chain-of-custody form.

Samples will be packaged for shipment to the laboratory with the appropriate chain-of-

custody form. A copy of the form will be retained by the sampling team for the project

file and the original will be sent to the laboratory with the samples. Bills of lading will

also be retained as part of the documentation for the chain-of-custody records, if

applicable. When transferring custody of the samples, the individuals relinquishing and

receiving custody of the samples will verify sample numbers and condition and will

document the sample acquisition and transfer by signing and dating the chain-of-


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custody form. This process documents sample custody transfer from the sampler to

the analytical laboratory. A flow chart showing a sample custody process is included as

Figure 5.1, and chain-of-custody forms from York are included as Figures 5.2 and 5.3.

Figure 5.1 Sample Custody

* REQUIRES SIGN-OFF ON CHAIN-OF-CUSTODY FORM

PREPARATION OF

SAMPLE CONTAINERS

SAMPLES COLLECTED

BY SAMPLING TEAM

SAMPLES

LABELED

SEALED IN INSULATED

COOLER WITH ICE*

SHIPMENT TO

LABORATORY

SAMPLE RECEIPT

AT LAB *

CHECK SAMPLE

INTEGRITY *

STORAGE IN

SECURE AREA

CORRECTIVE ACTION

IF REQUIRED

CHECK OUT

FOR ANALYSIS *

RETURN TO

STORAGE OR

DISPOSAL


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Figure 5.2 Sample Chain-of-Custody Form – Air Sample


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Figure 5.3 Sample Chain-of-Custody Form – Soil and Groundwater


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Laboratory chain-of-custody will be maintained throughout the analytical processes as

described in the laboratory’s Quality Assurance Manual. The analytical laboratory will

provide a copy of the chain-of-custody in the analytical data deliverable package. The

chain-of-custody becomes the permanent record of sample handling and shipment.

5.10 LABORATORY SAMPLE STORAGE PROCEDURES

The subcontracted laboratory will use a laboratory information management system

(LIMS) to track and schedule samples upon receipt by the analytical laboratories. Any

sample anomalies identified during sample log-in must be evaluated on individual merit

for the impact upon the results and the data quality objectives of the project. When

irregularities do exist, the environmental consultant must be notified to discuss

recommended courses of action and documentation of the issue must be included in

the project file.

For samples requiring thermal preservation, the temperature of each cooler will be

immediately recorded. Each sample and container will be will be assigned a unique

laboratory identification number and secured within the custody room walk-in coolers

designated for new samples. Samples will be, as soon as practical, disbursed in a

manner that is functional for the operational team. The temperature of all coolers and

freezers will be monitored and recorded using a certified temperature sensor. Any

temperature excursions outside of acceptance criteria (i.e., below 2°C or above 6°C) will

initiate an investigation to determine whether any samples may have been affected.

Samples for VOCs will be maintained in satellite storage areas within the VOC

laboratory. Following analysis, the laboratory’s specific procedures for retention and

disposal will be followed as specified in the laboratory’s SOPs and/or QA manual.


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6.0 DATA REDUCTION, VALIDATION, AND REPORTING

6.1 INTRODUCTION

Data collected during the field investigation will be reduced and reviewed by the

laboratory QA personnel, and a report on the findings will be tabulated in a standard

format. The criteria used to identify and quantify the analytes will be those specified for

the applicable methods in the USEPA SW-846 and subsequent updates. The data

package provided by the laboratory will contain all items specified in the USEPA SW-846

appropriate for the analyses to be performed, and be reported in standard format.

The completed copies of the chain-of-custody records (both external and internal)

accompanying each sample from time of initial bottle preparation to completion of

analysis shall be attached to the analytical reports.

6.2 DATA REDUCTION

The Analytical Services Protocol (ASP) Category B data packages and an electronic data

deliverable (EDD) will be provided by the laboratory after receipt of a complete sample

delivery group. The Project Manager will immediately arrange for archiving the results

and preparation of result tables. These tables will form the database for assessment of

the site contamination condition.

Each EDD deliverable must be formatted using a Microsoft Windows operating system

and the NYSDEC data deliverable format for EQuIS. To avoid transcription errors, data

will be loaded directly into the ASCII format from the laboratory information

management system (LIMS). If this cannot be accomplished, the consultant should be

notified via letter of transmittal indicating that manual entry of data is required for a

particular method of analysis. All EDDs must also undergo a QC check by the laboratory

before delivery. The original data, tabulations, and electronic media are stored in a

secure and retrievable fashion.

The Project Manager or Task Manager will maintain close contact with the QA reviewer

to ensure all non-conformance issues are acted upon prior to data manipulation and

assessment routines. Once the QA review has been completed, the Project Manager

may direct the Team Leaders or others to initiate and finalize the analytical data

assessment.


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6.3 DATA VALIDATION

Data validation will be performed in accordance with the USEPA validation guidelines for

organic and inorganic data review. Validation will include the following:

Verification of the QC sample results,

Verification of the identification of sample results (both positive hits and non-

detects),

Recalculation of 10% of all investigative sample results, and

Preparation of Data Usability Summary Reports (DUSR).

A DUSR will be prepared and reviewed by the QAO before issuance. The DUSR will

present the results of data validation, including a summary assessment of laboratory

data packages, sample preservation and COC procedures, and a summary assessment

of precision, accuracy, representativeness, comparability, and completeness for each

analytical method. A detailed assessment of each SDG will follow. For each of the

organic analytical methods, the following will be assessed:

Holding times;

Instrument tuning;

Instrument calibrations;

Blank results;

System monitoring compounds or surrogate recovery compounds (as

applicable);

Internal standard recovery results;

MS and MSD results;

Target compound identification;

Chromatogram quality;

Pesticide cleanup (if applicable);

Compound quantitation and reported detection limits;

System performance; and

Results verification.


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For each of the inorganic compounds, the following will be assessed:

Holding times;

Calibrations;

Blank results;

Interference check sample;

Laboratory check samples;

Duplicates;

Matrix Spike;

Furnace atomic absorption analysis QC;

ICP serial dilutions; and

Results verification and reported detection limits.

Based on the results of data validation, the validated analytical results reported by the

laboratory will be assigned one of the following usability flags:

“U” - Not detected. The associated number indicates the approximate sample

concentration necessary to be detected significantly greater than the level of the

highest associated blank;

“UJ” - Not detected. Quantitation limit may be inaccurate or imprecise;

“J” - Analyte is present. Reported value may be associated with a higher level

of uncertainty than is normally expected with the analytical method

“N” – Tentative identification. Analyte is considered present in the sample;

“R” – Unreliable result; data is rejected or unusable. Analyte may or may not be

present in the sample; and

No Flag - Result accepted without qualification.


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7.0 QUALITY ASSURANCE PERFORMANCE AUDITS AND SYSTEM AUDITS

7.1 INTRODUCTION

Quality assurance audits may be performed by the project quality assurance group

under the direction and approval of the QAO. These audits will be implemented to

evaluate the capability and performance of project and subcontractor personnel, items,

activities, and documentation of the measurement system(s). Functioning as an

independent body and reporting directly to corporate quality assurance management,

the QAO may plan, schedule, and approve system and performance audits based upon

procedures customized to the project requirements. At times, the QAO may request

additional personnel with specific expertise from company and/or project groups to

assist in conducting performance audits. However, these personnel will not have

responsibility for the project work associated with the performance audit.

7.2 SYSTEM AUDITS

System audits may be performed by the QAO or designated auditors, and encompass a

qualitative evaluation of measurement system components to ascertain their

appropriate selection and application. In addition, field and laboratory quality control

procedures and associated documentation may be system audited. These audits may

be performed once during the performance of the project. However, if conditions

adverse to quality are detected or if the Project Manager requests, additional audits may

occur.

7.3 PERFORMANCE AUDITS

The laboratory may be required to conduct an analysis of Performance Evaluation

samples or provide proof that Performance Evaluation samples submitted by USEPA or

a state agency have been analyzed within the past twelve months.

7.4 FORMAL AUDITS

Formal audits refer to any system or performance audit that is documented and

implemented by the QA group. These audits encompass documented activities

performed by qualified lead auditors to a written procedure or checklists to objectively

verify that quality assurance requirements have been developed, documented, and

instituted in accordance with contractual and project criteria. Formal audits may be

performed on project and subcontractor work at various locations.


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Audit reports will be written by auditors who have performed the site audit after

gathering and evaluating all data. Items, activities, and documents determined by lead

auditors to be in noncompliance shall be identified at exit interviews conducted with the

involved management. Non-compliances will be logged, and documented through audit

findings, which are attached to and are a part of the integral audit report. These audit-

finding forms are directed to management to satisfactorily resolve the noncompliance in

a specified and timely manner.

The Project Manager has overall responsibility to ensure that all corrective actions

necessary to resolve audit findings are acted upon promptly and satisfactorily. Audit

reports must be submitted to the Project Manager within fifteen days of completion of

the audit. Serious deficiencies will be reported to the Project Manager within 24 hours.

All audit checklists, audit reports, audit findings, and acceptable resolutions are

approved by the QAO prior to issue. Verification of acceptable resolutions may be

determined by re-audit or documented surveillance of the item or activity. Upon

verification acceptance, the QAO will close out the audit report and findings.


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8.0 CORRECTIVE ACTION

8.1 INTRODUCTION

The following procedures have been established to ensure that conditions adverse to

quality, such as malfunctions, deficiencies, deviations, and errors, are promptly

investigated, documented, evaluated, and corrected.

8.2 PROCEDURE DESCRIPTION

When a significant condition adverse to quality is noted at site, laboratory, or

subcontractor location, the cause of the condition will be determined and corrective

action will be taken to preclude repetition. Condition identification, cause, reference

documents, and corrective action planned to be taken will be documented and reported

to the QAO, Project Manager, Field Team Leader and involved contractor management,

at a minimum. Implementation of corrective action is verified by documented follow-up

action.

All project personnel have the responsibility, as part of the normal work duties, to

promptly identify, solicit approved correction, and report conditions adverse to quality.

Corrective actions will be initiated as follows:

When predetermined acceptance standards are not attained;

When procedure or data compiled are determined to be deficient;

When equipment or instrumentation is found to be faulty;

When samples and analytical test results are not clearly traceable;

When quality assurance requirements have been violated;

When designated approvals have been circumvented;

As a result of system and performance audits;

As a result of a management assessment;

As a result of laboratory/field comparison studies; and

As required by USEPA SW-846, and subsequent updates, or by the NYSDEC

ASP.

Project management and staff, such as field investigation teams, remedial response

planning personnel, and laboratory groups, monitor on-going work performance in the


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normal course of daily responsibilities. Work may be audited at the sites, laboratories,

or contractor locations. Activities, or documents ascertained to be noncompliant with

quality assurance requirements will be documented. Corrective actions will be

mandated through audit finding sheets attached to the audit report. Audit findings are

logged, maintained, and controlled by the Task Manager.

Personnel assigned to quality assurance functions will have the responsibility to issue

and control Corrective Action Request (CAR) Forms (Figure 12.1 or similar). The CAR

identifies the out-of-compliance condition, reference document(s), and recommended

corrective action(s) to be administered. The CAR is issued to the personnel responsible

for the affected item or activity. A copy is also submitted to the Project Manager. The

individual to whom the CAR is addressed returns the requested response promptly to

the QA personnel, affixing his/her signature and date to the corrective action block, after

stating the cause of the conditions and corrective action to be taken. The QA personnel

maintain the log for status of CARs, confirms the adequacy of the intended corrective

action, and verifies its implementation. CARs will be retained in the project file for the

records.

Any project personnel may identify noncompliance issues; however, the designated QA

personnel are responsible for documenting, numbering, logging, and verifying the close

out action. The Project Manager will be responsible for ensuring that all recommended

corrective actions are implemented, documented, and approved.


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CORRECTIVE ACTION REQUEST

Number: __________________________ Date: ____________

TO: _________________________________________

You are hereby requested to take corrective actions indicated below and as otherwise determined by you to (a) resolve the noted condition and (b) to prevent it from recurring. Your written response is to be returned to the project quality assurance manager by _______________

CONDITION:

REFERENCE DOCUMENTS:

RECOMMENDED CORRECTIVE ACTIONS:

__________ ______ __________ ________ ___________ ________

Originator Date Approval Date Approval Date

RESPONSE

CAUSE OF CONDITION

CORRECTIVE ACTION

(A) RESOLUTION

(B) PREVENTION

(C) AFFECTED DOCUMENTS

C.A. FOLLOWUP:

CORRECTIVE ACTION VERIFIED BY: ____________________________ DATE:_____________

FIGURE 8.1

9.0 REFERENCES

NYSDEC. Division of Environmental Remediation. DER-10/Technical Guidance for Site

Investigation and Remediation, dated May 3, 2010.

Taylor, J. K., 1987. Quality Assurance of Chemical Measurements. Lewis Publishers, Inc.,

Chelsea, Michigan

USEPA, 1986. SW-846 "Test Method for Evaluating Solid Waste," dated November 1986.

U.S. Environmental Protection Agency, Washington, D.C.

USEPA, 1987. Data Quality Objectives for Remedial Response Actions Activities:

Development Process, EPA/540/G-87/003, OSWER Directive 9355.0-7- U.S.

Environmental Protection Agency, Washington, D.C.

USEPA, 1992a. CLP Organics Data Review and Preliminary Review. SOP No.

HW-6, Revision #8, dated January 1992. USEPA Region II.

USEPA, 1992b. Evaluation of Metals Data for the Contract Laboratory Program (CLP)

based on SOW 3/90. SOP No. HW-2, Revision XI, dated January 1992. USEPA

Region II.

USEPA. Hazardous Waste Support Section. Analysis of Volatile Organic Compounds in Air

Contained in Canisters by Method TO-15. SOP No. HW-31, Revision #6, dated June

2014.

APPENDIX J

INSPECTION FORMS AND CHECKLISTS

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2��4��L��/��A��0# ( A��/$��MA�*�B��(�E#��"#* K�� "*6MK�� '"��1�<�#��"#*�8#"*��?B�@ 8�� N

SITE INSPECTION CHECKLIST

Site Name: ___________________________ Location: ___________________________ Project Number: ______________________

Inspector Name: __________________________ Date: _____________________ Weather Conditions: _________________________

Reason for Inspection (i.e., routine, severe condition, etc.): _______________________________________________________________

Check one of the following: Y: Yes N: No NA: Not Applicable

Y N NA

Normal

Situation Remarks

General

1 What are the current site conditions? -- -- -- --

2

Are all applicable site records (e.g., documentation of

construction activity, SMD system maintenance and

repair, most current easement, etc.) complete and up to

date? Y

Easement

3 Has site use (restricted residential) remained the same?Y

4

Does it appear that all environmental easement

restrictions have been followed?Y

Impermeable Cap

5

Are there any indications of a breach in the capping

system at the time of this inspection?N

6

Is there any construction activity, or indication of any

construction activity within the past certification year

(including any tenant improvements), that included the

breaching of the capping system, on-site at the time of

this inspection?

N

7

If YES to number 7, is there documentation that the Soil

Management Plan, HASP, and CAMP for the site was/is

being followed?

NA if N to 6/

Y if Y to 6

SMD Systems

8

Are all visible SMD system components intact and

operational at the time of this inspection?

Y

***If the answer to any of the above questions indicate non-compliance with any IC/ECs for the site, additional remarks must be

provided and, where applicable, documentation attached to this checklist detailing additional inspection and repair activities.

LANGANPage 1 of _____

SITE INSPECTION CHECKLIST

Additional remarks ________________________________________________________________________________________

__________________________________________________________________________________________________________

__________________________________________________________________________________________________________

__________________________________________________________________________________________________________

__________________________________________________________________________________________________________

__________________________________________________________________________________________________________

__________________________________________________________________________________________________________

__________________________________________________________________________________________________________

Minimum Inspection Schedule: Site-wide inspections will be conducted annually, per certification year, at a minimum.

LANGANPage 2 of _____

APPENDIX K

SAMPLE GROUNDWATER SAMPLING LOG

Site: Well#/Location: Job No.

Date: Weather: Sampling Personnel:

Purging Information

Sample ID Purging Method

Well Depth (ft) Purging Rate (l/m; gpm)

Screened Interval (ft) Start Purge Time

Casing Elevation (msl) End Purge Time

Casing Diameter (in) Volume Purged (gal)

Depth to Water (ft)

Water Elevation (msl) Sampling Information

Casing Volume (gal) Sampling Method

PID/FID Reading (ppm) Start Sampling Time

End Sampling Time

Depth Before Sampling (ft)

Number Bottles Collected

Sample TimeTemp

(◦C)

pH ORP

(mV)

Conductivity

(mS/cm)

Turbidity

(NTU)

Dissolved

Oxygen

(mg/L)

Depth to

Water (ft)

Purged Volume

(gallons)

Stablility

PH - ± 0.1 unit

Specific Conductance - ± 3%

Temperature - ± 3%

Dissolved Oxygen - ±10% above 0.5 mg/L

Turbidity - ± 10% above 5 NTU

ORP/Eh - ±10 millivolts

Maximum flow rate - <0.5 L/m or 0.13 gpm

Maximum drawdown - <0.33 feet

Remember: Battery Connections - RED is POSITIVE and BLACK is NEGATIVE

Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C.

GROUND WATER SAMPLE FIELD INFORMATION FORM

Well Information

Parameters

Notes/Remarks

C:\Users\wkim\Desktop\Langan - Projects\General\Example Documents\Groundwater\GW Sampling Log

APPENDIX L

SMDS OPERATION AND MAINTENANCE MANUALS

3BA1200-1014

RUTHERFORD, NJ 07070 WWW.AIRTECHUSA.COM TEL: (888) 222-9940 FAX: (201) 569-1696

3BA1200 Vacuum/PressureRegenerative

Blower

Features: Cooler running,

outboard bearing provides

maintenance-free operation

Environmentally friendly

oil-free technology

Extremely quiet operationRugged die cast aluminum

construction

All motors are standard TEFC with

Class F insulation, UL recognized,

CE Compliant Explosion-Proof motors available

Custom construction blowers

are available

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Ê Ë Ë Ë ÍÊ Ë Ë Ë�� ! �

�� ! �" �

# $ % &' $ % &

� � � � � ù õ ö õ ÷ ø ù ú û ü ü ý ú û þ ÿ � � û ú û � � û � ( ÷ � ý ý ) � ��

Ê Ë Ë Ì ÍÊ Ë Ë Ì Ê Ë Ë Ë ÍÊ Ë Ë ËÊ Ë Ë Ì ÍÊ Ë Ë Ì

3BA1200-1014


� � � � �3BA1200 Vacuum/Pressure

RegenerativeBlower

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Specifications subject to change without notice. Please contact factory for specification updates.

Relief valve:

VC51Z (Vacuum)

PC51Z (Pressure)d e f g h i jk l m n o p q n o r r st u v w x x y zk m { n p | n o p q n o |t } ~ � � � x ~ � z

� � � � � � � � � � � � � � � � � � � � � � � � � � �D 5D @All curves are rated at 14.7 psia and 68 F ambient conditions and are reported in SCFM referenced to 68 F and 14.696 psia sea level conditions. Curve values

are nominal, actual performance may vary by up to 10% of the values indicated. For inlet temperatures above approximately 80 F or for handling gases other than

air, please contact your Airtech sales representative for assistance.

8.38

8.89

4.50

1.29

2.99

6.10

6.77

1” NPT (2)

9.55

4.89

2.03 3.15

7.92

3BA1400-1014


� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �


Blower

Features: Cooler running,




oil-free technology

Extremely quiet operation





are available

Rugged die cast aluminum

construction

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$' $( $) $* $& $ $

+ , - . / + , - 0 /+ , - 1 /+ , - 2+ , - , + , - .+ , - 3 + , - 0+ , - 14 5 44 5 67 5 47 5 68 5 4

4 8 4 9 4 : 4 ; 4 7 4 4

< = > ? @< = > A @< = > B @ < = > C< = > =< = > ?< = > D< = > A< = > BEF EG EH EI EJ E EJ F E

EF EG EH EI EJ E EK L M NO L M N

P QRSQTUP VTQTW XQYZW [\][P_ QUW T_ U[a Q`

b c d e f g h i j k j l m i n o p p q n o r s t t o n o u v o w x l v q q y z

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O R O S O T O U O Q O OF G H M KV WXYWZ[V \ZWZ] W_] abc

daVe W[] Ze [afg Wfh i h j k l m n o o p m n q r s s n m n t u n v w j p w n x l y z { | } ~ �



Blower

Relief valve:

VC51Z (Vacuum)

PC51Z (Pressure)� � � � � � ��

� � � ! ! � " # � #$ � � � % % & ' � % (

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I P Q T ? S L I P T R R 4 U I > K W W R P 0 T U P P W K S R P S Q 0 W 4 Q R U Q Q S S WI P Q W ? S L I P T R R 4 U I > K W Q R P 0 U T P P W K S R P T U 0 R 4 U K U Q Q T S WS L I P T R R 4 U I V R Qv w x y z { y | } ~ � x x � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

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3BA1400-1014


¯ ¯ ° ± ²¯ ¯ ° ³ ´

µ ° ¶ · ¸ ¶ ¹¶ ° ¶ ´³ ° ³ µ¯ ¯ º ± » ¼ ½ ¾ ¸ ± ¹± ° ´ ¿ À ° · ¶´ ° ¶ À ¯ ° · ³ ² ° µ ¿

All curves are rated at 14.7 psia and 68 F ambient conditions and are reported in SCFM referenced to 68 F and 14.696 psia sea level conditions. Curve values

are nominal, actual performance may vary by up to 10% of the values indicated. For inlet temperatures above approximately 80 F or for handling gases other than

air, please contact your Airtech sales representative for assistance.

3BA1530-0315



Blower

Features:

Cooler running,




oil-free technology

Extremely quiet operation





are available

Rugged die cast aluminum

construction � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

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0 20 40 60 80 100 120

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8 9 : ;< 9 : ; 8 9 : ;< 9 : ;

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3BA1530-0315




Blower

� � � � � � � � � � �� Relief valve:

VC61Z (Vacuum)

PC61Z (Pressure)� � � � � �� ! ! " #� � $ � % � � � � � � � �� & ' ( ) ) ! ' ( #

* + , - ./ 0 1 2 , 3 . , / 0 1 4 , . 56 + . 7 8 9 : ; < . 3= 0 > . , ? 0 + 7 3= , . @ @ + , .A . - . A B . C D E <F G F H I J * 0 K = , . @ @ 0 ,C 7 8 E F L 2 3 M N J O A P @J L Q R S M J Q T S R 5 U J V Q W T R Q 1 U X L R R Y 1 1 1 L X R Y S X T Z 1 1 1 X Q T Z T 1 U Y S 1 S Z 5 X [ X X W T X WJ L Q Q W R L 1 R Q L L R Y 1 1 1 L T R Y X Q T Z 1 1 1 X W R Z T 1 U Y S 1 S Z 5 S W S L U Q X WJ L Q L S M J Q T S R 5 U J V L W T R L 1 Q T L R R Y 1 1 1 L X R Y S X T Z 1 1 1 X Q T Z U 1 T Y X 1 S Z 5 W X W R W T X \J L Q S W R L 1 U T L L R Y 1 1 1 L T R Y X Q T Z 1 1 1 X W R Z U 1 W Y X 1 X Z 5 W X5 Q R X W R U Q X \J L Q X T R L 1 \ T L R R Y 1 1 1 L X R Y S X T Z 1 1 1 X Q T Z \ 1 U Y T 1 W Z 5 [ [ \ L W T T UJ L Q T W R S 1 X L L L R Y 1 1 1 L T R Y X Q T Z 1 1 1 X W R Z Q R 1 S Y W 1 R Z Q R R U Q T UH . , K C @ @ C P A . < 0 < ; A3 C ] ] . , . 7 < C ; A = , . @ @ + , .^ 7 = + <8 + , , . 7 <^ 7 = + < - 0 A < ; D . I ; 8 + + KC 7 8 E F L 2S M J Q T S R 5 U J V Q WS M J Q T S R 5 U J V L WS M J Q T S R 5 U J V S WS M J Q T S R 5 U J V S W

_ ` a b c d b e f g h a a i j k l m n o i p j q n o r s i n m t m n k k uv w x y z { | } ~ � � � � � � � | y � � } � z y x � �

All curves are rated at 14.7 psia and 68 F ambient conditions and are reported in SCFM referenced to 68 F and 14.696 psia sea level conditions. Curve values

are nominal, actual performance may vary by up to 10% of the values indicated. For inlet temperatures above approximately 80 F or for handling gases other

than air, please contact your Airtech sales representative for assistance.

4.09 4.53

12.46

14.37

14.7213.28

1.89

2" NPTINLET

2" NPTOUTLET

2.36

5.12

4.72

10.24

13.14

Operating and Maintenance Instructions

3BA Regenerative Blowers

INSTALLATION & OPERATING MANUAL 3BA REGENERATIVE BLOWERS

Table of Contents

Section: Page Number: 1. Safety 1.1 General Safety Precautions 1.2 Clothing and Protective Gear 1.3 Electrical Safety 1.4 Vacuum and Gauge Pressure Safety 1.5 Installation/Start-up 1.6 Maintenance Procedures 1.7 Hot Surfaces 1.8 Hearing Protection 1.9 Safety Guidelines for Transport of the unit

4 4 4 4 5 5 6 6 6 7

2. Technical Data 8

Table 1: 3 Phase, Single Stage, 50 Hertz 10 Table 2: 3 Phase, Single Stage, 60 Hertz 11 Table 3: 3 Phase, Two/Three Stage, 50 Hertz 12 Table 4: 3 Phase, Two/Three Stage, 60 Hertz 13 Table 5: Single-phase, 50 Hz Table 6: Single-phase, 60 Hz Table 7: Single Stage – Approx. Temperature Rise

14 14 16

Table 8: Two/Three Stage – Approx. Temperature Rise 17 Table 9: Tightening Torque Specifications 18

3. Installation 20

3.1 Installation Procedure 21

4. Start-up 4.1 Start-up Procedure 4.2 Potential Risks For Operators

23 23 23

5. Maintenance and Servicing 24

5.1 Troubleshooting Chart 25 5.2 Lifting 27 5.3 Storage 28 5.4 Disposal 28

6. Exploded-View Drawings 29

3BA1 Single-Stage 29 3BA1 Two-Stage 30 3BA1943 Two-Stage 31 3BA7 Single-Stage 32 3BA7 Two-Stage 33 Warranty Statement 34

3

1. Safety 1.1 General Safety Precautions

All personnel should familiarize themselves with the units’ specifications and be careful not to exceed the unit’s capacity. Transport, installation, operation, shut-down, maintenance and disposal of 3BA units should be carried out by qualified professionals. Do not attempt to start or run the unit unless it has been completely assembled. Particular attention should be paid to: the vacuum pump/compressor cover, the muffler on the inlet and discharge connections, and the fan guard. The standard 3BA unit must never come into contact with flammable substances. 1.2 Clothing and Protective Gear It is recommended that all personnel wear proper protective gear while operating the unit. This may include eye protection, gloves and helmets. Please be aware that it is possible for hair and clothing to be pulled into the unit. Avoid wearing loose-fitting clothing near the unit while it is operating and wear a hairnet if necessary. 1.3 Electrical Safety Electrical installation should only be done by qualified electricians. Before doing any electrical work on a 3BA unit, please ensure that power to the unit has been disconnected. Do not attempt to open the unit’s terminal box until you have made certain that the unit is not connected to a power source. The terminal box must be kept free of dirt and moisture at all times. Make sure the terminal box cover and cable entries are tightly sealed so they remain dustproof and waterproof. Check the terminal box regularly to make sure it is sealed and free of debris and moisture.

WARNING: Improper operation of 3BA units can result in serious or even fatal injuries. Please make sure all personnel have read and understood this manual before operating the unit.

4

1.4 Vacuum and Gauge Pressure Safety In order to avoid dangerous situations associated with vacuum and gauge pressure, please utilize secure mounting elements, connections, lines, fittings, and containers. Pipes/hoses must be securely connected to the inlet and discharge connections. The inlet and discharge connections and the pipes/hoses connected to them must not be closed, clogged, or soiled. Check regularly to ensure that these connections and mountings are not becoming unseated. If necessary, support pipes and hoses to ensure that there is no tension on the connections. Failure to observe these precautions can lead to sudden evacuation of hazardous fluids or dangerous suction that can pull hair or clothing into the unit. 1.5 Installation/Start-up The unit and any lines connected to it must be securely installed. In particular, the feed pipes must be securely routed, e.g. in cable ducts, in the floor, etc. If a separate control panel or other such interface will be used to start and stop the unit, it should be installed in an area with an unobstructed view of the unit to ensure that it is not switched on while being serviced. Excess vibration can cause damage to the unit and/or unsafe conditions. Install the unit on a solid foundation or a solid mounting surface. Check screw glands/unions for strength and firm seating. Cables and pipes should be installed in a recess in the floor or duct so they do not present a tripping hazard. To ensure sufficient cooling of the unit, ventilation screens and openings must remain clear. Ensure that discharge air from other units cannot be pulled into the unit. Make sure that the inlet and pressure lines are clearly marked to avoid confusion. Interchanged inlet and pressure lines can lead to damage to the unit and/or serious injury. Install a filter in the inlet pipe and replace it regularly. If particulates or debris enter the unit, the blades of the impellers can be damaged and blades could potentially break off, potentially creating a hazardous situation. If re-starting the unit after it has been idle for a long period of time, measure the insulation resistance of the motor. If values are less than 1 k � per volt of nominal voltage, the winding may be too dry.

5

If the unit is installed or stored in an environment with a temperature of over 104°F (40°C) be aware that the winding may be damaged and the grease might need to be changed more often. 1.6 Maintenance Procedures Before beginning work on the pump-motor unit, please take the following precautions: • Make sure power has been completely disconnected • Wait for the unit to come to a complete stop. • Allow the unit time to cool. • Shut off lines and release pressure • Make certain that no vacuum or gauge pressure is present in the lines/tanks to be opened. • Make sure that no fluids can escape Please note that the rotating impeller is accessible when the inlet and discharge connections are open. Do not reach into the unit through open connections or insert objects into the unit through any openings. Serious injury could occur. If the unit is running without piping or tubing, provide the inlet and discharge of the unit with either additional mufflers or piping of a sufficient length to prevent access to the impeller. Check regularly to ensure the terminal box is free of any dirt or foreign substances and there is no moisture or humidity present. Make certain the terminal box cover and cable entries are tightly closed. 1.7 Hot Surfaces During operation, the surface of the unit can reach temperatures of 320° F (160° C). It is advisable to cover the unit with suitable touch protection (e.g. a perforated plate or wire cover). Do not touch the unit during operation, and allow time to cool after shut-down. Temperature-sensitive parts such as lines or electronic components should not come into contact with the surface of the unit. 1.8 Hearing Protection Make certain any missing or defective silencers are replaced. Noise emitted by the unit can cause serious hearing damage. Conduct a noise measurement test while the unit is running. If the unit operates over 90 dB(A), please place a warning sign in the area where the unit has been installed and make certain that

6

any personnel working in the vicinity wear ear protection at all times while the unit is running. 1.9 Safety Guidelines for Transport of the unit: Prior to transport and handling, please make sure that all components are properly assembled and secure. Any machinery used to transport these units must have the proper lifting capacity. Please consult the table on page 27 to find the weight of the unit being handled. Do not stand or walk under suspended loads. If a 3BA unit has come in contact with any dangerous substances, it must be decontaminated before being sent to Airtech for repair evaluation.

7

2 Technical Data These operating instructions cover the Airtech 3BA side channel vacuum pumps and compressors supplied with standard TEFC motors. Other configurations are available including V-belt driven units, units with explosion proof motors, mechanical seals, magnetic drives, coatings and modifications for high pressure service. Airtech can provide any combination of modifications to meet your application requirements. Such blowers, however, are outside the scope of this manual. Description All regenerative blowers are dynamic compression devices and utilize a non-contacting impeller to accelerate the gas and a specially designed housing to compress the gas. Cooling is accomplished by using the motor fan to blow air over the housing. In larger models, the housing is specially designed with cooling fins to allow a wider range of operation. Both the inlet and outlet ports have built-in silencers and mesh screens. Both the inlet and outlet have an inside connection thread corresponding to DIN ISO 228. On larger units, multiple suction and discharge connection configurations may be available. The wetted parts are constructed of Aluminum on all models. The blower shares a bearing with the motor. The seal between the bearing and the motor is not gas tight in most models, therefore these blowers are not recommended for handling of toxic or explosive gases. (Contact Airtech Vacuum, Inc. for additional options if explosive or toxic gases will be handled.) A full range of accessory items are available, including vacuum or pressure relief valves, check valves, suction filters, motor starters, vacuum/pressure cross-over valves, and in-line filters. Application/Installation Environment CAUTION! These blowers are designed for use in general industry. Suitable personnel protection according to OSHA requirements is provided, but the equipment should not be operated in residential settings. Airtech blowers can be operated as either vacuum pumps or compressors. They are suitable for use with air having a relative humidity up to 90 percent, but not generally suitable for handling corrosive or erosive gases. Special versions for toxic or aggressive gases may be available. Use of the standard blower in aggressive environments may cause damage to the blower or exposure to gases being handled in the local environment.

8

CAUTION! Dangerous (flammable or explosive) or aggressive (corrosive) gases should not be handled by the standard blower. Handling of flammable or aggressive gases and vapors may be possible by using a specially configured or modified blower. Contact factory for additional information. The standard blower is not suitable for operation in explosive environments as defined by NFPA 70. Contact factory for assistance. CAUTION! The ambient and suction temperatures should be between 40 and 105 F. For temperatures outside this region, please contact the factory. The maximum permissible pressure difference for vacuum or pressure is dependant on the motor rating (See Tables 1 to 4 for detailed information by model number.) and power supply frequency. The figures in Tables 1 to 4 are computed assuming an ambient temperature of 77 F (25 C) and a local barometric pressure of 1013 mbar (sea level). Operation at an ambient temperature of 104 F (40C) is the maximum permissible, and will result in a reduction of 10 percent on maximum vacuum or pressure attainable by the unit. For temperatures between 77 F and 104 F, reduce the maximum pressure reduction is a linear function of temperature.

9

Table 1. Three-phase, Single Stage, 50 Hertz

3BA1300-7AT06 .33/.25 200-240/345-415 2.1/1.2 48/82 -100/100 53

2BA1300-7AT16 .54/.4 200-240/345-415 2.6/1.5 48/82 -120/130 53

3BA1400-7AT06 .94/.7 200-240/345-415 3.8/2.2 84/142 -120/120 63

2BA1400-7AT16 1.15/.85 200-240/345-415 4.2/2.4 84/142 -160/160 63

3BA1400-7AT26 1.75/1.3 200-240/345-415 5.7/3.3 84/142 -170/200 63

3BA1500-7AT06 1.15/.85 200-240/345-415 4.2/2.4 120/204 -100/100 64

3BA1500-7AT16 1.75/1.3 200-240/345-415 5.7/3.3 120/204 -170/170 64

3BA1500-7AT26 2.15/1.6 200-240/345-415 7.5/4.3 120/204 -200/190 64

3BA1500-7AT36 2.96/2.2 200-240/345-415 9.7/5.6 120/204 -220/270 64

3BA1600-7AT06 2.15/1.6 200-240/345-415 8.5/4.9 188/320 -160/150 69

3BA1600-7AT16 2.96/2.2 200-240/345-415 9.7/5.6 188/320 -190/190 69

3BA1600-7AT26 4.04/3.0 200-240/345-415 12.5/7.2 188/320 -260/270 69

3BA1600-7AT36 5.4/4.0 200-240/345-415 13.0/7.5 188/320 -290/360 69

3BA1630-7AT06 2.15/1.6 200-240/345-415 8.5/4.9 240/408 -160/150 69

3BA1630-7AT16 2.96/2.2 200-240/345-415 9.7/5.6 240/408 -190/190 69

3BA1630-7AT26 4.04/3.0 200-240/345-415 12.5/7.2 240/408 -260/270 69

3BA1630-7AT36 5.4/4.0 200-240/345-415 15.6/9.0 240/408 -260/290 69

3BA1800-7AT06 5.4/4.0 200-240/345-415 15.6/9.0 280/476 -200/200 70

3BA1800-7AT16 7.4/5.5 200-240/345-415 23/13.3 280/476 -300/300 70

3BA1800-7AT26 10/7.5 200-240/345-415 29/16.7 280/476 -320/430 70

3BA1830-7AT06 5.4/4 200-240/345-415 15.6/9 400/680 -150/140 76

3BA1830-7AT16 7.4/5.5 200-240/345-415 23/13.3 400/680 -200/190 76

3BA1830-7AT26 10/7.5 200-240/345-415 29/16.7 400/680 -270/260 76

3BA1900-7AT06 10.8/8 200-240/345-415 31.5/18.2 568/965 -190/190 74

3BA1900-7AT16 16.8/12.5 200-240/345-415 48.5/28 568/965 -290/280 74

3BA1900-7AT36 25/18.5 200-240/345-415 64.5/37 568/965 -362/462 74

3BA1930-7AT16 16.8/12.5 200-240/345-415 48.5/28 744/1264 -290/280 71

3BA1930-7AT36 25/18.5 200-240/345-415 64.5/37 744/1264 -310/310 71

3BA1930-7AT36 25/18.5 200-240/345-415 64.5/37 744/1264 -310/310 71

3BA7310-0AT167 .75/.55 200-240/345-415 2.8/1.6 40/68 -250/250 57

3BA7410-0AT167 1.5/1.1 200-240/345-415 5.4/3.1 50/84 -300/380 58

3BA7510-0AT168 2/1.5 200-240/345-415 7.5/4.3 70/120 -370/650 64

3BA7510-0AT268 3/2.2 200-240/345-415 9.7/5.6 70/120 -310/430 64

3BA7610-0AT168 3/2.2 200-240/345-415 9.7/5.6 96/163 -310/430 65

3BA7610-0AT368 4.4/3.3 200-240/345-415 13/7.5 96/163 -500/750 65

Model

Voltage Motor

Current

(Amps)

Maximum

Pressure

(mbar)

Sound

Pressure

Level (dBA)

Rated

Power

HP/kW

Open Flow

Capacity

CFM/m3/hr

10

Table 2. Three-phase, Single-stage, 60 Hz

When operating at altitudes above 3280 feet (1000 m) above mean sea level, contact Airtech Inc.

CAUTION! Operation of the unit outside the recommended range of pressures and ambient conditions will result in shorted operating life.

3BA1300-7AT06 .39/.29 220-250/415-460 1.74/1.0 60/102 -100/100 56

2BA1300-7AT16 .67/.5 220-250/415-460 2.6/1.5 60/102 -150/160 56

3BA1400-7AT06 1.12/.83 220-250/415-460 3.75/2.15 105/179 -130/130 64

3BA1400-7AT16 1.28/.95 220-250/415-460 4.35/2.5 105/179 -160/160 64

3BA1400-7AT26 2/1.5 220-250/415-460 5.5/3.2 105/179 -210/200 64

3BA1500-7AT06 1.28/.95 220-250/415-460 4.35/2.5 150/255 -80/70 70

3BA1500-7AT16 2/1.5 220-250/415-460 5.5/3.2 150/255 -150/140 70

3BA1500-7AT26 2.7/2.05 220-250/415-460 7.5/4.4 150/255 -220/210 70

3BA1500-7AT36 3.4/2.55 220-250/415-460 9.0/5.3 150/255 -260/290 70

3BA1600-7AT06 2.7/2.05 220-250/415-460 7.5/4.4 235/400 -160/150 72

3BA1600-7AT16 3.4/2.55 220-250/415-460 9.0/5.3 235/400 -190/190 72

3BA1600-7AT26 4.6/3.45 220-250/415-460 12.0/6.5 235/400 -240/230 72

3BA1600-7AT36 6.1/4.6 220-250/415-460 15.2/8.5 235/400 -320/310 72

3BA1630-7AT06 2.7/2.05 220-250/415-460 7.5/4.4 300/510 -160/150 72

3BA1630-7AT16 3.4/2.55 220-250/415-460 9.0/5.3 300/510 -190/190 72

3BA1630-7AT26 4.6/3.45 220-250/415-460 12.0/6.5 300/510 -240/230 72

3BA1630-7AT36 6.1/4.6 220-250/415-460 15.2/8.5 300/510 -260/260 72

3BA1800-7AT06 6.1/4.6 220-250/415-460 15.2/8.5 350/595 -160/160 74

3BA1800-7AT16 8.4/6.3 220-250/415-460 20/11.2 350/595 -300/280 74

3BA1800-7AT26 11.5/8.6 220-250/415-460 27.5/15 350/595 -350/400 74

3BA1830-7AT06 6.2/4.6 220-250/415-460 15.2/8.5 500/850 -90/90 79

3BA1830-7AT16 8.4/6.3 220-250/415-460 20/11.2 500/850 -180/180 79

3BA1830-7AT26 11.5/8.6 220-250/415-460 27.5/15 500/850 -270/260 79

3BA1900-7AT06 12.1/9 220-250/415-460 31.5/18.2 710/1207 -150/140 79

3BA1900-7AT16 19.5/14.5 220-250/415-460 50/29 710/1207 -270/260 79

3BA1900-7AT36 28.7/21.3 220-250/415-460 68/39 710/1207 -382/422 79

3BA1930-7AT16 19.5/14.5 220-250/415-460 50/29 930/1581 -270/260 75

3BA1930-7AT36 28.7/21.3 220-250/415-460 68/39 930/1581 -300/280 75

3BA7210-0AT167 1.1/.83 220-250/415-460 3.75/2.15 35/60 -270/320 62

3BA7310-0AT167 1.1/.83 220-250/415-460 3.75/2.15 48/82 -260/250 62

3BA7410-0AT167 2/1.5 220-250/415-460 5.5/3.2 60/102 -340/370 62

Model Voltage

Motor

Current

(Amps)

Maximum

Pressure

(mbar)

Sound

Pressure

Level (dBA)

Rated

Power

HP/kW

Open Flow

Capacity

CFM/m3/hr

11

Table 3. 3 Phase, Two/Three Stage, 50 Hertz

3BA1310-7AT26 .94/.7 200-240/345-415 3.8/2.2 48/81.6 -120/120 55

3BA1410-7AT36 2.15/1.6 200-240/345-415 7.5/4.3 84/142.8 -200/190 66

3BA1410-7AT46 2.96/2.2 200-240/345-415 9.7/5.6 84/142.8 -320/420 66

3BA1510-7AT46 4.04/3.0 200-240/345-415 12.5/7.2 121.6/206.7 -340/410 72

3BA1510-7AT56 5.39/4.0 200-240/345-415 17.4/10 121.6/206.7 -390/440 72

3BA1610-7AT36 2.9/2.2 200-240/345-415 9.7/5.6 188/319.6 -190/190 73

3BA1610-7AT26 4.04/3.0 200-240/345-415 12.5/7.2 188/319.6 -260/270 73

3BA1610-7AT36 5.39/4.0 200-240/345-415 13.0/7.5 188/319.6 -290/360 73

3BA1610-7AT46 7.41/5.5 200-240/345-415 23/13.3 188/319.6 -420/500 73

3BA1610-7AT56 10.1/7.5 200-240/345-415 29/16.7 188/319.6 -420/610 73

3BA1640-7AT36 5.39/4.0 200-240/345-415 13.0/7.5 280/476 -290/360 74

3BA1640-7AT46 7.41/5.5 200-240/345-415 23/13.3 280/476 -420/500 74

3BA1640-7AT56 10.1/7.5 200-240/345-415 29/16.7 280/476 -420/610 74

3BA1810-7AT16 7.4/5.5 200-240/345-415 23/13.3 280/476 -420/500 74

3BA1810-7AT26 10.1/7.5 200-240/345-415 29/16.7 280/476 -320/430 74

3BA1810-7AT36 14.8/11 200-240/345-415 29/16.7 280/476 -430/600 74

3BA1810-7AT46 20.2/15 200-240/345-415 56.5/32.5 280/476 -460/670 74

3BA1840-7AT26 10.1/7.5 200-240/345-415 29.0/16.7 280/476 -320/430 74

3BA1840-7AT36 14.8/11.0 200-240/345-415 48.5/28.0 280/476 -430/600 74

3BA1910-7AT16 16.8/12.5 200-240/345-415 48.5/28 624/1061 -290/280 74

3BA1910-7AT36 26.95/20.0 200-240/345-415 69/40 624/1061 -443/502 74

3BA19437AT26 20.1/15 200-240/345-415 59/34 1200/2040 -160/170 75

3BA19437AT36 26.8/20 200-240/345-415 69/40 1200/2040 -250/230 75

3BA19437AT46 33.5/25 200-240/345-415 90/52 1200/2040 -310/280 75

3BA7220-0AT567 2/1.5 200-240/345-415 7.5/4.3 28/48 -370/650 58

3BA7320-0AT467 1.5/1.1 200-240/345-415 5.4/3.1 40/68 -300/380 58

3BA7320-0AT567 2/1.5 200-240/345-415 7.5/4.3 40/68 -480/450 59

3BA7420-0AT267 2/1.5 200-240/345-415 7.5/4.3 50/84 -480/450 61

3BA7420-0AT567 4.4/3.3 200-240/345-415 13/7.5 50/84 -500/750 61

3BA7520-0AT268 3/2.2 200-240/345-415 9.7/5.6 70/120 -470/460 64

3BA7620-0AT368 4.4/3.3 200-240/345-415 13/7.5 96/163 -500/750 68

3BA7620-0AT468 5.4/4 200-240/345-415 14/8.1 96/163 -370/650 67

3BA7620-0AT568 7.5/5.5 200-240/345-415 19.9/11.5 96/163 -520/750 68

3BA7630-0AT668 10.1/7.5 200-240/345-415 29/16.7 96/163 -420/610 77

Model Voltage

Motor

Current

(Amps)

Maximum

Pressure

(mbar)

Sound

Pressure

Level (dBA)

Rated Power

HP/kW

Open Flow

Capacity

CFM/m3/hr

12

Table 4. 3 Phase, Two/Three Stage, 60 Hertz

3BA1310-7AT26 1.11/.83 220-250/415-460 3.75/2.15 60/102 -130/130 61

3BA1410-7AT36 2.7/2.05 220-250/415-460 7.5/4.4 105/179 -220/210 69

3BA1410-7AT46 3.4/2.55 220-250/415-460 9.0/5.3 105/179 -350/440 69

3BA1510-7AT46 4.6/3.45 220-250/415-460 12.0/6.5 152/258 -380/360 74

3BA1510-7AT56 6.1/4.6 220-250/415-460 15.2/8.5 152/258 -410/480 74

3BA1610-7AT36 3.4/2.55 220-250/415-460 9.0/5.3 235/400 -190/190 76

3BA1610-7AT26 4.6/3.45 220-250/415-460 12.0/6.5 235/400 -240/230 76

3BA1610-7AT36 6.4/4.8 220-250/415-460 16.5/9.8 235/400 -320/310 76

3BA1610-7AT46 8.4/6.3 220-250/415-460 20/11.2 235/400 -440/440 76

3BA1610-7AT56 11.5/8.6 220-250/415-460 27.5/15.0 235/400 -440/670 76

3BA1640-7AT36 6.1/4.6 220-250/415-460 15.2/8.5 350/595 -320/310 78

3BA1640-7AT46 8.4/6.3 220-250/415-460 20.0/11.2 350/595 -440/440 78

3BA1640-7AT56 11.5/8.6 220-250/415-460 27.5/15.0 350/595 -440/670 78

3BA1810-7AT16 8.4/6.3 220-250/415-460 20.0/11.2 350/595 -440/440 78

3BA1810-7AT26 11.5/8.6 220-250/415-460 27.5/15.0 350/595 -350/400 78

3BA1810-7AT36 17/12.6 220-250/415-460 50.2/29.0 350/595 -460/600 78

3BA1810-7AT46 23.3/17.3 220-250/415-460 60.0/34.5 350/595 -490/750 78

3BA1840-7AT26 11.5/8.6 220-250/415-460 27.5/15.0 350/595 -350/400 78

3BA1840-7AT36 17/12.6 220-250/415-460 50.2/29.0 350/595 -460/600 78

3BA1910-7AT16 19.5/14.5 220-250/415-460 50.0/29.0 780/1326 -270/260 84

3BA1910-7AT36 31/23 220-250/415-460 72 /42 780/1326 -443/433 84

3BA19437AT26 23.4/17.5 220-250/415-460 63/36.5 1440/2447 -120/110 84

3BA19437AT36 30.8/23 220-250/415-460 72/42 1440/2447 -190/180 84

3BA19437AT46 38.8/28.9 220-250/415-460 90/52 1440/2447 -265/230 84

3BA7220-0AT567 2.7/2.05 220-250/415-460 7.5/4.4 35/60 -500/740 62

3BA7320-0AT467 2/1.5 220-250/415-460 5.5/3.2 48/82 -340/370 63

3BA7320-0AT567 2.7/2.05 220-250/415-460 7.5/4.4 48/82 -430/410 63

3BA7420-0AT267 2.7/2.05 220-250/415-460 7.5/4.4 60/102 -430/410 66

3BA7420-0AT567 5.1/3.8 220-250/415-460 13.5/7.8 60/102 -510/850 66

3BA7520-0AT268 3.4/2.55 220-250/415-460 9/5.3 84/143 -500/450 70

3BA7620-0AT368 5.1/3.8 220-250/415-460 13.5/7.8 115/196 -510/850 71

3BA7620-0AT468 6.1/4.6 220-250/415-460 15.2/8.5 115/196 -480/500 71

3BA7620-0AT568 8.4/6.6 220-250/415-460 22.5/12.6 115/196 -520/820 72

3BA7630-0AT668 11.5/8.6 220-250/415-460 27.5/15 115/196 -440/670 80

Model Voltage

Motor

Current

(Amps)

Maximum

Pressure

(mbar)

Sound

Pressure

Level (dBA)

Open Flow

Capacity

CFM/m3/hr

Rated

Power

HP/kW

13

Table 5. Single Phase, 50 Hertz

Table 6. Single Phase, 60 Hertz

3BA1100-7AS05 0.27/0.2 230 1.45 24/40 -60/70 50

3BA1200-7AS05 0.33/0.25 115/230 3.5/1.7 35/60 -100/100 50

3BA1300-7AS15 0.5/0.37 115/230 5.4/2.7 48/82 -110/110 53

3BA1330-7AS15 0.5/0.37 115/230 5.4/2.7 60/102 -110/110 54

3BA1400-7AS25 1.47/1.09 115/230 13/6.5 84/142 -149/189 64

3BA1410-7AS25 2/1.49 115/230 22/11 84/142.8 -279/259 66

3BA1500-7AS35 2/1.49 115/230 22/11 120/204 -189/199 64

3BA7210-0AS75 0.74/0.55 115/230 13/6.5 35/60 -229/289 57

3BA7220-0AS75 2/1.49 115/230 19.4/9.7 29/49 -371/600 57

3BA7310-0AS75 1.26/0.93 115/230 15.2/7.6 40/68 -249/351 58

3BA7320-0AS75 2/1.49 115/230 19.4/9.7 40/68 -401/550 59

3BA7410-OAS45 1.47/1.09 115/230 13/6.5 50/84 -299/381 59

Sound

Pressure

Level (dBA)

Model

Rated

Power

HP/kW

Voltage Motor

Current

(Amps)

Open Flow

Capacity

CFM/m3/hr

Maximum

Pressure

(mbar)

3BA1100-7AS05 0.31/0.23 230 1.3 24/40 -75/80 53

3BA1200-7AS05 0.38/0.28 115/230 5/2.8 35/60 -112/112 53

3BA1300-7AS15 0.6/0.44 115/230 6.0/3.0 48/82 -130/139 56

3BA1330-7AS15 0.6/0.44 115/230 6.0/3.0 60/102 -130/139 57

3BA1400-7AS25 1.74/1.29 115/230 14.0/7.0 84/142 -179/189 64

3BA1410-7AS25 2.35/1.75 115/230 24.0/12.0 84/142.8 -249/229 69

3BA1500-7AS35 2.35/1.75 115/230 24.0/12.0 120/204 -179/179 70

3BA7210-0AS75 0.84/0.63 115/230 14.2/7.1 35/60 -259/309 62

3BA7220-0AS75 2.35/1.75 115/230 20.6/10.3 29/49 -421/660 62

3BA7310-0AS75 1.47/1.09 115/230 18.0/9.0 40/68 -279/391 62

3BA7320-0AS75 2.35/1.75 115/230 20.6/10.3 40/68 -391/541 63

3BA7410-OAS45 1.74/1.29 115/230 14.0/7.0 50/84 -338/391 62

Sound

Pressure

Level (dBA)

Model

Rated

Power

HP/kW

Voltage Motor

Current

(Amps)

Open Flow

Capacity

CFM/m3/hr

Maximum

Pressure

(mbar)

14

Operation of any blower is possible at 87 Hertz without modification in most cases. When using a VFD to operate the blower at this frequency, refer to the nameplate for limits on vacuum and pressure, current draw and motor performance. If your specific model number is not listed above, please consult the nameplate on the unit for electrical data. If the model you are installing is listed above, please confirm the data on the nameplate. Data in Tables 1 through 4 is subject to change and is approximate. Be sure to confirm necessary operating data what that on the nameplate before commissioning the unit. CAUTION! Do not operate any 3BA blower above 87 Hz without consultation with the factory. Failure of the blower motor is possible when operating out of range. Consult with the factory for assistance.

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Expected temperature rise of the handled gas at maximum allowable pressure differential and when operating at sea level is indicated below: Table 7: Single Stage – Approximate Temperature Rise

Blower Model Maximum Rise at 50 Hz speed Maximum Rise at 60 Hz speed

Degrees F Degrees C Degrees F Degrees C

3BA1100-7..0. 115 64 136 76

3BA1200-7..0. 65 36 101 56

3BA1300-7..0. 90 50 77 43

3BA1300-7..1. 90 50 140 78

3BA1300-7..2. 90 50 158 88

3BA1400-7..0. 99 55 86 48

3BA1400-7..1. 129 72 122 68

3BA1400-7..2. 149 83 167 93

3BA1500-7..0. 86 48 72 40

3BA1500-7..1. 115 64 97 54

3BA1500-7..2. 138 77 122 68

3BA1500-7..3. 203 113 180 100

3BA1500-7..6. 248 138 248 138

3BA1600-7..0. 81 45 68 38

3BA1600-7..1. 145 81 104 58

3BA1600-7..2. 171 95 176 98

3BA1600-7..3. 225 125 185 103

3BA1600-7..6. 248 138 194 108

3BA1600-7..7. 248 138 248 138

3BA1800-7..0. 104 58 104 58

3BA1800-7..1. 153 85 185 103

3BA1800-7..2. 248 138 221 123

3BA1900-7..0. 97 54 95 53

3BA1900-7..1. 182 101 155 86

3BA1900-7..3. 230 128 212 118

3BA1943-7..2. 85 47 75 42

3BA1943-7..3. 130 72 100 56

3BA1943-7..4. 180 100 140 78

3BA7210-0..1.. 126 70 142 79

3BA7310-0..1.. 142 79 142 79

3BA7310-0..2.. 178 99 187 104

3BA7410-0..1.. 194 108 214 119

3BA7510-0..1.. 199 111 232 129

3BA7510-0..2.. 248 138 234 130

3BA7610-0..1.. 244 136 255 142

3BA7610-0..3.. 244 136 255 142

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Table 8: Two/Three Stage – Approximate Temperature Rise

Blower Model

Maximum Rise at 50 Hz speed

Maximum Rise at 60 Hz speed

Degrees F Degrees C Degrees F Degrees C

3BA1310-7..2. 127 71 165 92

3BA1410-7..3. 154 86 149 83

3BA1410-7..4. 181 101 180 100

3BA1510-7..4. 190 106 176 98

3BA1510-7..5. 194 108 201 112

3BA1610-7..1. 92 51 86 48

3BA1610-7..2. 129 72 118 66

3BA1610-7..3. 176 98 167 93

3BA1610-7..4. 221 123 190 106

3BA1610-7..5. 246 137 266 148

3BA1610-7..7. 176 98 167 93

3BA1610-7..8. 176 98 248 138

3BA1810-7..1. 113 63 80 45

3BA1810-7..2. 185 103 140 78

3BA1810-7..3. 248 138 248 138

3BA1910-7..1. 119 66 115 64

3BA1910-7..2. 203 113 169 94

3BA1910-7..3. 248 138 274 152

3BA7220-0..2.. 131 73 171 95

3BA7220-0..5.. 165 92 230 128

3BA7320-0..5.. 178 99 255 142

3BA7420-0..2.. 192 107 176 98

3BA7420-0..5.. 250 139 243 135

3BA7520-0..2.. 192 107 216 120

3BA7520-0..7.. 257 143 230 128

3BA7620-0..3.. 255 142 259 144

3BA7620-0..5.. 255 142 262 146

3BA7630-0..6.. 248 138 248 138

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Table 9: Tightening Torque Specifications For non-electrical connections Thread Ft-lbs maximum torque Nm maximum torque M4 2.43 3.3 M5 3.25 4.4

M6 6.49 8.8 M8 19.47 26.4 M10 34.10 46.2 M12 56.76 77 For electrical connections Thread Ft-lbs torque Nm torque

M4 0.6 to 0.9 0.8 to 1.2 M5 1.3 to 1.8 1.3 to 1.8 For metal threaded glands/unions Thread Ft-lbs maximum torque Nm maximum torque M12x1.5 3 to 4.5 4 to 6 M16x1.5 3.7 to 5.5 5 to 7.5 M20x1.5 4.4 to 6.6 6 to 9

M32x1.5 5.9 to 8.9 8 to 12 M40x1.5 5.9 to 8.9 8 to 12 For plastic threaded glands/unions Thread Ft-lbs maximum torque Nm maximum torque M12x1.5 1.5 to 2.6 2 to 3.5 M16x1.5 2.2 to 3 3 to 4

M20x1.5 3 to 3.7 4 to 5 M32x1.5 3.7 to 5.2 5 to 7 M40x1.5 3.7 to 5.2 5 to 7

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Operating above the indicated maximum pressure or vacuum would overload the motor and/or overheat the unit. In addition to the maximum allowable pressure difference, careful consideration should be given to matching the motor protection devices (provided by others) to the expected current draw. In no case should the blower be operated with inadequate motor overload protection. Since regenerative blowers are dynamic compression devices, the performance limits shown in Tables 1 to 4 are applicable only for a gas with the same specific gravity, dynamic viscosity and chemical characteristics as air. For gases with different physical properties than air, the limits will be different from those shown in the tables. Please contact Airtech for assistance in determining the proper blower size and configuration if handling gases other than air. A vacuum relief valve or pressure relief valve should always be installed at the suction or discharge of the regenerative blower. This will prevent operation outside the applicable ranges shown in Tables 1 to 4. If the relief valves were not specified in the ordering process, please contact Airtech for details, price and availability of the needed valves before commissioning the unit. Failure to use the proper relief valve may result in failure of the blower due to operation outside the applicable limits; any such failure is outside the scope of Airtech’s standard warranty. WARNING! Be sure to install the necessary personnel protection devices if unexpected shut-down of the unit presents danger of death or injury.

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3. Installation As illustrated in Figure 1, the Airtech 3BA blower can be installed in any physical configuration. CAUTION! Regenerative blowers can have surface temperatures in excess of 320° F. To avoid burns or other physical injury, take care to avoid contact with the surfaces of the blower during and immediately after operation. To ensure adequate cooling of the blower during operation, install the blower with the minimum clearance as indicated in the table below. Minimum installation clearances, 3BA blowers Range Distance from fan guard

to closest obstruction. (inches/mm)

Distance from cover (opposite of fan) to closest obstruction.

(inches/mm) 3BA11 through 3BA14 1.4/34 0.79/20 3BA15 through 3BA19 2.1/53 1.57/40 3BA72 and 3BA73 1.3/34 1.18/30

3BA74 through 3BA76 2.1/54 1.18/30 Please note that it may be desirable, where possible, to allow for larger clearances to allow access for maintenance or repair personnel. The noted clearances are to ensure adequate air flow for cooling only and are a minimum requirement. Failure to allow for the noted clearances may result in premature failure of the blower due to lack of cooling, even if all other precautions are taken as recommended. For specific advice about installations requiring closer clearances, please contact Airtech, Inc. for recommendations. Airtech regenerative blowers can be mounted in any configuration, either horizontally or vertically mounted. It is not usually necessary to bolt the smaller blowers to a rigid surface during operation, though this may be desirable to reduce pipe vibration, movement and noise. Larger models should be bolted in place, especially when installed vertically, to prevent possible rotation, damage or injury due to start-up torque. CAUTION! For installations at altitudes greater than 3250 Feet above sea level there will be a loss in capacity. Please contact your factory representative for assistance in determining the extent of the loss of capacity likely at your specific location.

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WARNING! Be sure to follow all local codes and regulations with respect to installation and operation of the blower. The blower motor should be wired to a branch circuit disconnect and all other safety devices recommended by the relevant sections of NFPA 70, National Electrical Code, and in accordance with all applicable state and local regulations and requirements. 3.1 Installation Procedure Perform the installation exactly in accordance with the following steps: 1. For vacuum operation, connect the suction pipe to connection A, and for pressure operation connect the pressure pipe to connection B (See Figure 1). Install startup screens before startup to protect pump from debris.

CAUTION! Design your piping system to avoid unnecessary pressure loss, which may significantly affect the operation of any regenerative blower. Contact your Airtech representative for assistance in designing and configuring an appropriate piping system for your application. For alternation between vacuum and pressure in any

application, changeover valves are available. Use of the changeover valve allows the same connection to be used for both vacuum and pressure. 2. The electrical data shown in Tables 1 to 4 (pages 10-14) should be confirmed by examination of the motor data plate on your 3BA blower. The standard motor features Class F insulation as a standard and are UL recognized for applications in both Canada and the United States (CUL). Motors are IEC design IP55, equal to a NEMA TEFC motor design. The connection diagram for the motors can be found in the inside of the terminal box cover. Be sure to confirm that your electrical supply has sufficient capacity to operate the blower according to the nameplate requirements.

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3. A magnetic motor starter should always be used to connect the motor to the power supply. It is advisable to use thermal overload motor starters to provide maximum protection for the motor and wiring. All cabling used on starters should be secured with good quality cable clamps. We recommend that the motor starters used feature a time delay trip on high amperage to avoid nuisance trips on start-up. When the unit is started cold, over amperage may be experienced for a short time due to the higher resistance of the windings at lower temperatures. If using a change over or solenoid valve, ensure that the voltage connected to the valve matches that shown on the valve instructions or nameplate. Most valves are rated for 110 Volts 60Hz or 220 Volts 50 Hz. Connection of these valves to higher voltages may result in immediate valve failure. WARNING! The electrical installation should be made by a qualified electrician and in complete compliance with all NFPA 70 (National Electrical Code) requirements along with all state and local code requirements. The main disconnect and motors starters are assumed to be provided by others. 4. Install the necessary relief valves and confirm their proper operation.

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4. Start-up CAUTION! Do not start the blower motor more than 10 times in one hour. If multiple and frequent start-ups are required by your application, install a minimum run timer in the motor control circuit to avoid decreased motor life and possible fire due to over-starting of the motor. 1.1 Start-up Procedure 1. Before operation, confirm the correct direction of rotation by jogging (switching rapidly on and off) the motor and observing the motor fan rotation in the same direction as the arrow. If the direction of rotation is incorrect, lock out the power and switch two leads (three phase) or rewire (single phase) to effect the opposite rotation direction. Recheck the direction of rotation before proceeding. 2. Do not operate the blower at pressure or vacuum ranges that exceed those shown in Tables one through four for the model being installed. This can be achieved by use of the recommended relief valve shown in Table 5. Note: Relief valves that have been factory pre-set have a label indicating the set pressure and an arrow indicating the direction of flow. The arrow will point into the pipe when installed in vacuum applications and out of the pipe when installed in pressure applications. Do not re-set the relief valve if it has been pre-set from the factory. In the event the relief valve setting needs to be reset, adjust the set screw to increase or decrease the tension on the spring. Place the blower in operation and note the current draw of the motor. When the current draw of the motor is near the maximum noted on the motor nameplate, tighten the locking nut on the valve and proceed. 3. When checking the current draw of the motor with an ammeter, be sure to confirm the voltage at the motor junction box. Low voltage conditions may result in difficulty starting or in unexpected motor failure or motor starter trips. 1.2 Potential Risks For Operators Noise emission: Free field noise limits are indicated in Tables 1-4 (pages 10-14). Hearing protection is not normally required at the expected noise generation levels in the table; however, local conditions may result in higher ambient noise. If this is the case and local noise exceeds OSHA recommended levels for expected exposure time (typically 85 dBA for eight hours), hearing protection should be used.

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5. Maintenance and Servicing WARNING! Be sure the power supply is disconnected and locked out before attempting to do any maintenance on the unit. It is critical that the unit be locked out from starting during maintenance as severe injury or death could result from exposure to high voltage or rotating parts. CAUTION! Allow the blower to cool to a surface temperature of less than 100 F before attempting maintenance. Prolonged exposure to temperatures above 120F can cause severe burns. Clean the blower surfaces periodically to avoid build up of dust or other debris. Build up of debris can cause overheating and premature failure of the blower. If an inlet filter is being use, ensure that it remains clean during operation by examining the filter cartridge for debris build up. Replace dirty or clogged filter cartridges. On pressure units, periodically clean the inlet mesh screen to avoid loss of

capacity. If an external inlet filter is used, the filter element should be cleaned monthly or as frequently as required by local conditions. Excessive pressure drop will develop from use of clogged or dirty filters. This pressure drop will degrade blower performance and increase operating temperatures, leading possibly to premature pump failure. To replace the filter, remove the wing nut and cover. Remove the element and either

clean with compressed air or replace. Reassemble in reverse order. For vacuum applications, the optional in-line vacuum filter must be cleaned regularly, depending on local conditions. Cleaning can be achieved by blowing out with compressed air. If cleaning is not possible, replace the cartridge. Access the cartridge by unhooking the relevant clips and removing the cover. CAUTION! Do not attempt to check the filter cartridge during operation of the blower. Only check the cartridge after disconnecting the power from the blower and locking out the power to prevent an unexpected start.

24

Bearings require regreasing with Exxon/Esso UNIREX N3 or equal grease after approximately 20,000 operating hours (normal conditions) or between 2 and 3 years after installation and commissioning. Do not mix grease types. 5.1 Troubleshooting Chart Fault Cause Remedy Responsible

Party Motor does not start, no noise.

Two or more power legs interrupted

Check fuses, terminals, etc.. for source of interruption and correct.

Electrician

Motor does not start, humming noise.

One power supply lead interrupted

Check fuses, terminals, etc.. for source of interruption and correct.

Electrician

Impeller is jammed.

Open blower cover, remove debris, clean.

Service Technician

Check impeller clearance and reset if necessary.

Defective Impeller

Replace impeller. Service Technician

Defective Bearing

Replace defective bearing. Service Technician

Trip of motor starter at start-up

Incorrect starter setting

Ensure starter setting is correct (check current on nameplate)

Electrician

Winding short-circuit

Megger motor Electrician

Motor overloaded due to operation of pump at excessive differential pressures.

Inspect filters, mufflers and connection pipes and clean as required. Check relief valve operation. Reset or replace as necessary.

Operator

Impeller Jammed

See above fault Motor does not start, humming noise, cause jammed impeller.

Operator

Excessive Power Consumption

Lime or other deposits

Decalcify or clean unit as required (see Maintenance Chart)

Operator

No Vacuum or Pressure.

Severe leak in system

Close off pump and run deadheaded to confirm pump is operating properly. If so, find and fix leak in the system.

Operator

Wrong direction of rotation

Check air flow direction and change direction of rotation if necessary.

Operator Electrician

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Fault Cause Remedy Responsible Party

Insufficient Vacuum

System too small

Use larger system Operator

Inlet piping too long or too small.

Increase pipe diameter to reduce pressure loss in inlet piping. Contact Airtech for assistance in determining correct pipe size.

Operator

Leak at connection to vacuum system.

Check for leaks and repair if necessary.

Operator

Density of gas handles different from air.

Consider increased limits on operation due to density differences. Consult Airtech, Inc. for assistance.

Airtech Engineering

Change in impeller geometry due to erosion

Clean impeller and examine for wear. Replace if necessary.

Service Technician

Inlet filter clogged.

Change filter element; remove clog.

Operator

Vacuum relief valve incorrectly set.

Reset or replace vacuum relief valve. Contact Airtech for assistance.

Operator

Seal defective. Replace seal. Service Technician

Abnormal flow noises.

Flow speed too high.

Clean pipes or use larger pipes to connect unit to process.

Operator

Muffler soiled. Clean muffler inserts, replace if necessary.

Operator

Abnormal running noise

Ball bearing defective or insufficient lubrication on bearing.

Re-grease or replace bearing as required.

Service Technician

Compressor leaky

Seals on muffler defective.

Tighten muffler connection. Replace gasket if necessary.

Operator

Seals in motor area defective

Replace as necessary. Service Technician

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WARNING! Before attempting an on-site repair, ensure that a qualified electrician has disconnected the motor from the power supply so that accidental starting of the motor is impossible. After repairing the unit, be sure to follow the instructions noted in this manual in the Installation section (page 20). 5.2 Lifting For smaller units (less than 65 lbs/ 30 kgs), it may be possible to lift the units manually. When doing so, be sure to understand the weight of the unit being lifted and to follow good lifting safety procedures.

Model Weight Lbs/kgs

Model Weight Lbs/kgs

3BA1300-7AT06 20/9 3BA1310-7AT26 33/15 2BA1300-7AT16 22/10 3BA1410-7AT36 55/25 3BA1400-7AT06 29/13 3BA1410-7AT46 59.5/29 3BA1400-7AT26 37.5/17 3BA1510-7AT46 86/39 3BA1500-7AT06 40/18 3BA1510-7AT56 97/44 3BA1500-7AT16 46.5/21 3BA1610-7AT26 104/47 3BA1500-7AT26 51/23 3BA1610-7AT36 119/54 3BA1500-7AT36 55/25 3BA1610-7AT46 163/74 3BA1600-7AT06 57.5/26 3BA1610-7AT56 172/78 3BA1600-7AT16 64/29 3BA1640-7AT36 128/58 3BA1600-7AT26 75/34 3BA1640-7AT46 172/78 3BA1600-7AT36 90.5/41 3BA1640-7AT56 181/82 3BA1800-7AT06 128/58 3BA1810-7AT16 250/113 3BA1800-7AT16 143/65 3BA1810-7AT26 260/118 3BA1800-7AT26 150/68 3BA1810-7AT36 316/143 3BA1900-7AT06 265/120 3BA1810-7AT46 341/155 3BA1900-7AT16 314/142 3BA1840-7AT26 260/118 3BA19437AT26 417/190 3BA1840-7AT36 316/143 3BA19437AT36 463/210 3BA1910-7AT16 409/186 3BA19437AT46 509/231 3BA1910-7AT36 455/206

3BA7210-0AT167 35.3/16 3BA7220-0AT567 61.7/28 3BA7310-0AT167 35.3/16 3BA7320-0AT567 66.1/30 3BA7410-0AT167 50.7/23 3BA7420-0AT267 72.7/33 3BA7510-0AT168 57.3/26 3BA7420-0AT567 86/39 3BA7510-0AT268 63.9/29 3BA7520-0AT268 88.2/40 3BA7610-0AT168 70.5/32 3BA7620-0AT368 106/48 3BA7610-0AT368 77.2/35 3BA7620-0AT568 143/65

3BA7630-0AT668 207/94

27

When lifting 3BA15 through 3BA19 (but not 3BA1943 units) or the 3BA75 through the 3BA76, use the eye bolt provided (eye bolts are not included on smaller units). One attachment point should be sufficient. Ensure that the crane is rated for the weight being lifted. For the 3BA1943, use the eye bolt and the holes in the feet of the blower to lift and maintain a balanced load. 5.3 Storage The 3BA units should be stored in a clean, dry environment. If stored in an area with a humidity of greater than 80 percent, store in a closed container with desiccant drying agents to avoid damage. 5.4 Disposal Dispose in accordance with all local health and safety regulations. Spare parts list are available from your local Airtech service center. Please contact your local Airtech representative for assistance. For additional assistance, please contact: Airtech, Inc., 150 South Van Brunt Street Englewood, NJ, 07631 Phone: 1-201-569-1173 Fax: 201-569-1696.

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Airtech, Inc. (“Company”) Warranty Statement

Company warrants that on the date of shipment to Purchaser the goods will be of the kind and quality described herein, merchantable, and free of all defects in workmanship and materials. If within one year from the date of initial operation, but not more than eighteen months from date of shipment by the Company, of any item of the goods, Purchaser discovers that such item was not as warranted above and promptly notifies Company in writing thereof, Company shall remedy such defect by, at the Company’s option, adjustment, repair or replacement of the item and any affected part of the good. Purchaser shall assume all responsibility and expense for removal, reinstallation and freight in connection with the foregoing remedy. The same obligations and conditions shall extend to replacement items furnished by the Company hereunder. Company shall have the right of disposal of items replaced by it. Purchaser shall grant Company access to the goods at all reasonable times in order for Company to determine any defect in the goods. In the event that adjustment, repair or replacement does not remedy the defect, the Company and Purchaser shall negotiate in good faith an equitable adjustment in the contract price. The Company’s responsibility does not extend to any item of the goods which has not been manufactured and sold by the Company. Such item shall be covered only by the express warranty, if any, by the manufacturer thereof. The Company and its suppliers shall also have no responsibility if the goods have been improperly stored, handled or installed, or if the goods have not been operated or maintained according to their ratings or according to the instructions in Company or supplier furnished manuals, or if unauthorized repairs or modifications have been made to the goods. THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES (EXCEPT TITLE) INCLUDING BUT NOT LIMITED TO IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS, AND CONSTITUTES THE ONLY WARRANTY OF COMPANY WITH RESPECT TO THE GOODS. The forgoing states Purchaser’s exclusive remedy against Company and its suppliers for any defect in the good or for failure of the goods to be as warranted, whether Purchaser’s remedy is based on contract, warranty, failure of such remedy to achieve its essential purpose, tort (including negligence), strict liability, indemnity, or any other legal theory, and whether arising out of warranties, representations, instructions, installations, or defects from any cause. Neither Company nor its suppliers shall be liable, whether in contract, warranty, failure of a remedy to meet its essential purpose, tort (including negligence), strict liability, indemnity or any other legal theory, for loss of use, revenue or profit or for cost of capital or of substitute use or performance or for indirect, liquidated, incidental or consequential damages or for any other loss or cost of a similar type, or for claims by Purchaser for damages of Purchaser’s customers.

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150 South Van Brunt St.Englewood, NJ 07631Tel: 1-888-222-9940Fax: [email protected]

SOUTH2121 Newmarket Pkwy. Suite 110Marietta, GA 30067Tel: 770 690 0700Fax: 770 690 [email protected]

WEST42 Digital Drive #9Novato, CA 94949Tel: 415 382 9000Fax: 415 382 [email protected]

CHINA

2nd Building,Jiangbian Second Industrial ParkSonggang Town, Bao'an DistrictShenzhen, ChinaTel: +86 755 81730991(Ext.8018)Fax: +86 755 81730986www.airtechchina.com

10 / 9 Sainsbury RoadO'Connor 6163 WAAustraliaTel: +61 8 9304 6121Fax: +61 8 9331 4813www.vacuvane.com.au

EUROPE EUROPE

VacuvaneVacuum Technology GMBHPfaffenpfad 5D-97440 WerneckGermanyTel: +49 9722 943 96 0Fax: +49 9722 943 96 29www.vacuvane.com

HPEPressure & Vacuum TechnologyC. dels Amics d'Argentona, 4008310 Argentona (Barcelona)SpainTel: +34 93 797 17 66Fax: +34 93 797 17 54www.hpe-technology.com

www.airtechusa.com 3BA_Manual 06-2013

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